JPH08264252A - Formation of earth electrode - Google Patents

Formation of earth electrode

Info

Publication number
JPH08264252A
JPH08264252A JP9151595A JP9151595A JPH08264252A JP H08264252 A JPH08264252 A JP H08264252A JP 9151595 A JP9151595 A JP 9151595A JP 9151595 A JP9151595 A JP 9151595A JP H08264252 A JPH08264252 A JP H08264252A
Authority
JP
Japan
Prior art keywords
rod
copper wire
soil
boring
peripheral wall
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.)
Pending
Application number
JP9151595A
Other languages
Japanese (ja)
Inventor
Takashi Nagamura
隆志 長村
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.)
Wako KK
Original Assignee
Wako KK
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 Wako KK filed Critical Wako KK
Priority to JP9151595A priority Critical patent/JPH08264252A/en
Publication of JPH08264252A publication Critical patent/JPH08264252A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE: To improve the expanding effect of an earth electrode and bury the earth electrode in a vertical hole concurrently with the excavation of the vertical hole. CONSTITUTION: A copper wire 6 functioning as an earth electrode is regulated by a spiral vane 5 and spirally wound on the peripheral wall of a boring rod 1 and vertically thrust into the ground 4 by the thrust rotary driving force of the boring rod 1. When the prescribed earth resistance value is attained, the copper wire 6 is cut off on the delivery side, the boring rod 1 is extracted from the ground while being rotated in the opposite direction, the copper wire 6 is left in a vertical hole excavated by the boring rod 1 in the spirally wound state, and a reducing agent is poured into the vertical hole to form the earth electrode.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は接地極の形成方法に関す
る。
FIELD OF THE INVENTION The present invention relates to a method for forming a ground electrode.

【0002】[0002]

【従来の技術】電気事業法では電線路その他電気工作物
についてそれぞれ設備すべき接地を定めている。高電圧
長距離送電線においては、電気機器や送電線路を電柱の
近くの土中に埋設された接地極に接地している。この接
地極の形成方法としては、一般的に、土中に打込機で銅
線などの接地極を直線的にほぼ垂直に打ち込み、打ち込
んだ接地極の回りにケイ酸ソーダや尿素樹脂などの土中
の接地抵抗を減少させるための低減剤を流し込み、直線
的な棒状接地極を低減剤で包んで形成している。
2. Description of the Related Art The Electricity Business Law stipulates grounding for electric lines and other electric works. In high-voltage long-distance transmission lines, electrical equipment and transmission lines are grounded to a grounding electrode buried in the soil near the utility pole. As a method of forming this grounding electrode, generally, a grounding electrode such as a copper wire is linearly driven into the soil in a substantially vertical manner, and a sodium silicate, urea resin, or the like around the driven grounding electrode is used. It is formed by pouring a reducing agent to reduce the earth resistance in the soil and wrapping a linear rod-shaped earth electrode with the reducing agent.

【0003】直線的な棒状接地極を低減剤で包むように
した従来の接地極の形成方法では、接地極の拡大効果を
あまり期待できないものであった。
In the conventional ground electrode forming method in which a linear rod-shaped ground electrode is wrapped with a reducing agent, the effect of enlarging the ground electrode cannot be expected so much.

【0004】[0004]

【発明が解決しようとする課題】本発明は上記した実情
に鑑み、接地極の拡大効果を期待できるようにした接地
極の形成方法を提供するものである。また、本発明は縦
穴の掘削と同時にこの縦穴内に接地極を埋設できるよう
にした接地極の形成方法を提供するものである。更に、
本発明は接地極を縦穴内に埋設する途中で接地抵抗の測
定を可能にした接地極の形成方法を提供するものであ
る。
SUMMARY OF THE INVENTION In view of the above situation, the present invention provides a method of forming a ground electrode which can be expected to have an effect of expanding the ground electrode. Further, the present invention provides a method for forming a grounding electrode, which allows the grounding electrode to be embedded in the vertical hole at the same time when the vertical hole is excavated. Furthermore,
The present invention provides a method for forming a ground electrode that enables measurement of the ground resistance while the ground electrode is being buried in a vertical hole.

【0005】[0005]

【課題を解決するための手段】上記目的を達成するため
に、本発明の接地極の形成方法は、軸心を中心として回
転しながら土中に捩じ込むことにより土を捩じ込み方向
とは逆方向に排出する機能を与えられた螺旋羽根を周壁
に形成したボーリングロッドの先端側に接地極として機
能する銅線の先端側を着脱可能に繋止し、前記ボーリン
グロッドの捩じ込み回転推進力を得て、該ボーリングロ
ッドの先端側に繋止され緊張抵抗を与えられながら繰り
出される銅線を該ロッドの周壁に形成した前記螺旋羽根
で規制して該ロッドの周壁に螺旋状に巻き付けながら所
定の接地抵抗値に達する深さまで螺旋羽根で土を排出し
ながら該ボーリングロッドを土中に垂直に捩じ込み、所
定の接地抵抗値に達した状態で繰り出し側の銅線を切断
し、前記ボーリングロッドを捩じ込み回転方向とは逆方
向に回転させてロッドの先端側に繋止されていた銅線の
先端側を取外し、更に前記ボーリングロッドを捩じ込み
回転方向とは逆方向に回転させながら該ロッドを土中か
ら引き抜くことにより、前記ボーリングロッドで掘削さ
れた縦穴内に該ロッドの周壁に螺旋状に巻き付けられて
いた銅線をこの螺旋巻き付け形態を保持した状態のまま
残存させ、この螺旋巻き付け形態を保持した銅線を収容
した縦穴内に尿素樹脂などの接地抵抗値を減少させるた
めの低減剤を流し込むようにしたことを特徴とするもの
である。
In order to achieve the above object, a method of forming a ground electrode according to the present invention is to rotate soil around an axis to screw the soil into the soil in the screwing direction. Is a spiral blade provided with the function of discharging in the opposite direction.The tip side of the copper wire that functions as a grounding electrode is detachably connected to the tip side of the boring rod formed on the peripheral wall, and the screw rod is rotated by screwing. By controlling the copper wire that is fed to the tip side of the boring rod while being given tensional resistance while being fed with a propulsive force, by the spiral blade formed on the peripheral wall of the rod, the copper wire is spirally wound around the peripheral wall of the rod. While screwing the soil with a spiral blade to a depth that reaches a predetermined ground resistance value, screw the boring rod vertically into the soil, and cut the copper wire on the feeding side while reaching a predetermined ground resistance value. Said borin Rotate the rod in the direction opposite to the screw-in rotation direction to remove the tip end side of the copper wire that is locked to the tip side of the rod, and further rotate the boring rod in the opposite direction to the screw-in rotation direction. While pulling out the rod from the ground while leaving the copper wire spirally wound around the peripheral wall of the rod in the vertical hole excavated by the boring rod while maintaining this spiral winding form, It is characterized in that a reducing agent for reducing a ground resistance value such as urea resin is poured into a vertical hole accommodating a copper wire holding a spirally wound form.

【0006】[0006]

【実施例】図1から図3は本発明の接地極の形成方法の
実施例でその施行手順を示したものである。図1及び図
2において、1は1次穴2の中心に向けてボーリングマ
シン3によって垂直に支持され、該ボーリングマシン3
の回転駆動力で回転させながら土中4に垂直に捩じ込む
ようにしたボーリングロッドである。このボーリングロ
ッド1の周壁には図2に示したような螺旋羽根5を該ロ
ッドの全長にわたって形成してある。この螺旋羽根5に
は前記ロッド1をロッド軸心を中心として回転しながら
土中に捩じ込むことにより土を捩じ込み方向とは逆方向
に排出する機能を与えてられる。該ボーリングロッド1
のロッドは直径50mmほど、螺旋羽根を含む直径は8
0mmほどに形成してある。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS FIGS. 1 to 3 show an embodiment of a method of forming a ground electrode according to the present invention. 1 and 2, 1 is vertically supported by a boring machine 3 toward the center of the primary hole 2, and the boring machine 3
It is a boring rod which is screwed vertically into the soil 4 while being rotated by the rotational driving force of. On the peripheral wall of the boring rod 1, spiral blades 5 as shown in FIG. 2 are formed over the entire length of the rod. The spiral blade 5 has a function of discharging the soil in a direction opposite to the screwing direction by screwing the rod 1 into the soil while rotating the rod 1 about the rod axis. The bowling rod 1
The diameter of the rod is about 50 mm, and the diameter including the spiral blade is 8 mm.
It is formed to about 0 mm.

【0007】前記ボーリングロッド1の先端側に接地極
として機能する銅線6の先端側を着脱可能に繋止し、前
記ボーリングロッド1の捩じ込み回転推進力を得て、該
ボーリングロッド1の先端側に繋止され緊張抵抗を与え
られながら繰り出される銅線6を該ロッドの周壁に形成
した前記螺旋羽根5で規制して該ロッドの周壁に螺旋状
に巻き付けながら所定の接地抵抗値に達する深さまで螺
旋羽根5で土を排出しながら該ボーリングロッド1を土
中に垂直に捩じ込み、所定の接地抵抗値に達した状態で
繰り出し側の銅線6を切断する。
The tip end side of the boring rod 1 is detachably connected to the tip end side of the copper wire 6 functioning as a ground electrode, and the screwing rotational propulsion force of the boring rod 1 is obtained to obtain the boring rod 1 The copper wire 6 which is attached to the tip side and is fed out while giving tension resistance is regulated by the spiral blade 5 formed on the peripheral wall of the rod and reaches a predetermined ground resistance value while being spirally wound around the peripheral wall of the rod. The boring rod 1 is vertically screwed into the soil while discharging the soil with the spiral blades 5 to the depth, and the copper wire 6 on the feeding side is cut while reaching a predetermined ground resistance value.

【0008】前記銅線6は直径6乃至8mm程度の太さ
のものが採用される。前記銅線6の先端側を前記ボーリ
ングロッド1の先端側に繋止する方法としては、図2に
示したように銅線6の先端側にフック状の掛止部7を形
成し、この掛止部7を前記ロッド1の先端側に形成した
係止孔8に掛止め、前記ロッド1の捩じ込み回転時には
繋止されるが、捩じ込み回転とは逆回転の引き抜き時に
は銅線6の掛止部7がロッド1の係止孔8から外れるよ
うにしてある。
The copper wire 6 having a diameter of 6 to 8 mm is adopted. As a method of connecting the tip end side of the copper wire 6 to the tip end side of the boring rod 1, a hook-shaped hooking portion 7 is formed on the tip end side of the copper wire 6 as shown in FIG. The stopper 7 is hooked in a locking hole 8 formed on the tip side of the rod 1 and is locked when the rod 1 is screwed and rotated, but the copper wire 6 is pulled out when the rod 1 is pulled out in the opposite rotation. The hooking portion 7 is detached from the locking hole 8 of the rod 1.

【0009】前記ボーリングロッド1の周壁に銅線6を
螺旋状に巻き付けていく際には、銅線6に緊張抵抗を与
えらながら繰り出していくが、この実施例では図1に示
すように、銅線6を巻取り保持したフリードラム9から
ブレーキ装置10を経て繰り出すことにより銅線6に緊
張抵抗を与えている。なおブレーキ装置を用いずにドラ
ム9自体にブレーキ機能を備えさせたものでも良いこと
はもちろんである。
When the copper wire 6 is spirally wound around the peripheral wall of the boring rod 1, the copper wire 6 is unwound while giving tension resistance to the copper wire 6. In this embodiment, as shown in FIG. Tension resistance is given to the copper wire 6 by feeding it out from the free drum 9 which holds the copper wire 6 through the brake device 10. Needless to say, the drum 9 itself may be provided with a braking function without using the braking device.

【0010】このように前記ボーリングロッド1の捩じ
込み回転推進力を得て、該ボーリングロッド1の先端側
に繋止され緊張抵抗を与えられながら繰り出される銅線
6は、該ロッドの周壁に形成した前記螺旋羽根5で規制
されガイドされて該ロッドの周壁に螺旋状に巻き付けら
れるが、図2に示すように、螺旋羽根5の下側面にガイ
ドされ上方にズレないように規制されながらロッド1の
周壁に巻き付けられていく。この螺旋羽根6の規制効果
により銅線6は、ほぼ同ピッチの螺旋状態でロッド1に
巻き付けられる。
As described above, the copper wire 6 which is fed while the screwing rotational driving force of the boring rod 1 is obtained and which is connected to the tip end side of the boring rod 1 and is given tension resistance is provided on the peripheral wall of the rod. The rod is regulated and guided by the formed spiral blade 5 and spirally wound around the peripheral wall of the rod, but as shown in FIG. 2, the rod is guided by the lower surface of the spiral blade 5 and regulated so as not to be displaced upward. It is wrapped around the peripheral wall of 1. Due to the restriction effect of the spiral blade 6, the copper wire 6 is wound around the rod 1 in a spiral state with substantially the same pitch.

【0011】このようにして接地極として機能する銅線
6を巻き付けながら土中に捩じ込み目標の深さまで達し
たら、図1に示すように測定器11で接地抵抗値を測定
し、目標値であれば銅線6を前記ブレーキ装置10とロ
ッド巻き付け部の間で切断する。
In this way, when the copper wire 6 functioning as a grounding electrode is wound into the soil and the target depth is reached, the grounding resistance value is measured by the measuring device 11 as shown in FIG. If so, the copper wire 6 is cut between the brake device 10 and the rod winding portion.

【0012】次に、前記ボーリングロッドを捩じ込み回
転方向とは逆方向に回転させてロッドの先端側に繋止さ
れていた銅線の掛止部7をロッド1の係止孔8から外
し、更に前記ボーリングロッドを捩じ込み回転方向とは
逆方向に回転させながら該ロッドを土中から引き抜くこ
とにより、前記ボーリングロッドで掘削された縦穴(1
2)内に該ロッドの周壁に螺旋状に巻き付けられていた
銅線をこの螺旋巻き付け形態を保持した状態のまま残存
させ、この螺旋巻き付け形態を保持した銅線6を収容し
た縦穴12内にケイ酸ソーダや尿素樹脂などの接地抵抗
値を減少させるための低減剤13を流し込んで接地極を
形成する。
Next, the boring rod is screwed in and rotated in the direction opposite to the rotating direction, and the hooked portion 7 of the copper wire, which is locked to the tip side of the rod, is removed from the locking hole 8 of the rod 1. Further, by pulling the boring rod out of the soil while screwing the boring rod in the direction opposite to the rotating direction, a vertical hole (1
2) The copper wire spirally wound around the peripheral wall of the rod is left in the state of maintaining the spiral winding form, and the copper wire 6 is housed in the vertical hole 12 accommodating the copper wire 6 holding the spiral winding form. A reducing agent 13 such as acid soda or urea resin for reducing the ground resistance value is poured to form a ground electrode.

【0013】前記ボーリングロッド1を土中から引き抜
く際の回転及び引き抜き速度は、該ロッド1を土中に捩
じ込む際の回転及び引き抜き速度と同じにしてある。
The rotation and pulling speed when pulling out the boring rod 1 from the soil are the same as the rotation and pulling speed when screwing the rod 1 into the soil.

【0014】本発明の接地極の形成方法は、施行地域と
しては、砂礫地区や火山灰地区等が効果的であり、大地
比抵抗、目標抵抗値の検討された結果により、縦穴の掘
削深度2乃至8m程度の施行で目標抵抗値の確保が可能
な場合に多く適用される。
The grounding electrode forming method of the present invention is effective in the gravel area, volcanic ash area, etc. as the enforcement area, and the depth of excavation of vertical holes from 2 to It is often applied when the target resistance value can be secured by enforcing about 8 m.

【0015】[0015]

【発明の効果】本発明の接地極の形成方法によれば、接
地極として機能する銅線が螺旋巻き付け形態を保持した
状態のまま縦穴内に残存され、この螺旋巻き付け形態を
保持した銅線を収容した縦穴内に接地抵抗値を減少させ
るための低減剤を流し込むことによって、接地極を形成
するものであるため、螺旋形態の内径と同程度の内径の
銅メッシュに近い接地極を形成でき、直線的な棒状接地
極を低減剤で包むようにした従来の接地極の形成方法に
比べて、接地極の拡大効果の向上を期待できる。
According to the method for forming a ground electrode of the present invention, the copper wire functioning as a ground electrode is left in the vertical hole while maintaining the spiral winding shape, and the copper wire having the spiral winding shape is retained. By pouring a reducing agent for reducing the ground resistance value into the accommodated vertical hole, the ground electrode is formed, so that it is possible to form a ground electrode close to a copper mesh having an inner diameter similar to the spiral inner diameter, It is expected that the expansion effect of the ground electrode can be improved as compared with the conventional ground electrode forming method in which the linear rod-shaped ground electrode is wrapped with the reducing agent.

【0016】また、本発明は縦穴の掘削と同時にこの縦
穴内に接地極として機能する銅線を螺旋巻き付け形態を
保持した状態に埋設できるようにした接地極の形成方法
であるため、大幅なコストダウンを図れるものである。
Further, since the present invention is a method of forming a grounding electrode in which a copper wire functioning as a grounding electrode can be buried in the vertical hole while maintaining the spirally wound form at the same time when the vertical hole is excavated, a large cost is required. You can get down.

【0017】また、本発明の接地極の形成方法によれ
ば、市場ベースの銅棒(銅線)をドラム巻きのまま使用
できるため、大幅なコストダウンを図れるものである。
Further, according to the method for forming a ground electrode of the present invention, a market-based copper rod (copper wire) can be used as it is wound on a drum, so that the cost can be greatly reduced.

【0018】更に、本発明の接地極の形成方法によれ
ば、接地極(銅線)を縦穴内に埋設する途中で接地抵抗
の測定が可能である。
Further, according to the method for forming a ground electrode of the present invention, the ground resistance can be measured while the ground electrode (copper wire) is being embedded in the vertical hole.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の施行手順を示した縦断側面図である。FIG. 1 is a vertical cross-sectional side view showing an enforcement procedure of the present invention.

【図2】本発明の要部拡大側面図である。FIG. 2 is an enlarged side view of a main part of the present invention.

【図3】本発明の施行手順を示した縦断側面図である。FIG. 3 is a vertical cross-sectional side view showing an enforcement procedure of the present invention.

【符号の説明】[Explanation of symbols]

1 ボーリングロッド 2 1次穴 3 ボーリングマシン 4 土中 5 螺旋羽根 6 銅線 7 掛止部 8 係止孔 9 フリードラム 10 ブレーキ装置 11 測定器 12 縦穴 13 低減剤 1 Boring rod 2 Primary hole 3 Boring machine 4 Soil 5 Spiral blade 6 Copper wire 7 Hooking part 8 Locking hole 9 Free drum 10 Brake device 11 Measuring instrument 12 Vertical hole 13 Reducer

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 軸心を中心として回転しながら土中に捩
じ込むことにより土を捩じ込み方向とは逆方向に排出す
る機能を与えられた螺旋羽根(5)を周壁に形成したボ
ーリングロッド(1)の先端側に接地極として機能する
銅線(6)の先端側を着脱可能に繋止し、前記ボーリン
グロッドの捩じ込み回転推進力を得て、該ボーリングロ
ッドの先端側に繋止され緊張抵抗を与えられながら繰り
出される銅線を該ロッドの周壁に形成した前記螺旋羽根
で規制して該ロッドの周壁に螺旋状に巻き付けながら所
定の接地抵抗値に達する深さまで螺旋羽根で土を排出し
ながら該ボーリングロッドを土中(4)に垂直に捩じ込
み、所定の接地抵抗値に達した状態で繰り出し側の銅線
を切断し、前記ボーリングロッドを捩じ込み回転方向と
は逆方向に回転させてロッドの先端側に繋止されていた
銅線の先端側を取外し、更に前記ボーリングロッドを捩
じ込み回転方向とは逆方向に回転させながら該ロッドを
土中から引き抜くことにより、前記ボーリングロッドで
掘削された縦穴(12)内に該ロッドの周壁に螺旋状に
巻き付けられていた銅線をこの螺旋巻き付け形態を保持
した状態のまま残存させ、この螺旋巻き付け形態を保持
した銅線を収容した縦穴内に尿素樹脂などの接地抵抗値
を減少させるための低減剤(13)を流し込むようにし
たことを特徴とする接地極の形成方法。
1. A boring having spiral blades (5) formed on its peripheral wall, which are provided with a function of discharging soil in a direction opposite to the screwing direction by screwing the soil into the soil while rotating about an axis. The tip end side of the rod (1) is detachably connected to the tip end side of the copper wire (6) which functions as a ground electrode, and the screwing rotational propulsion force of the boring rod is obtained so that the tip end side of the boring rod is By controlling the copper wire that is locked and given tension resistance with the spiral blade formed on the peripheral wall of the rod and spirally winding it around the peripheral wall of the rod, the spiral blade reaches a depth to reach a predetermined ground resistance value. While the soil is being discharged, the boring rod is vertically screwed into the soil (4), the copper wire on the feeding side is cut while the predetermined ground resistance value is reached, and the boring rod is screwed in the rotating direction. Rotate in the opposite direction By removing the tip side of the copper wire that is locked to the tip side of the rod, and further by screwing the boring rod in the opposite direction to the rotating direction and pulling out the rod from the soil, The copper wire spirally wound around the peripheral wall of the rod was left in the vertical hole (12) excavated in 1. with the spiral wound form retained, and the copper wire retained in the spiral wound form was accommodated. A method of forming a ground electrode, characterized in that a reducing agent (13) for reducing a ground resistance value such as urea resin is poured into the vertical hole.
JP9151595A 1995-03-24 1995-03-24 Formation of earth electrode Pending JPH08264252A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9151595A JPH08264252A (en) 1995-03-24 1995-03-24 Formation of earth electrode

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9151595A JPH08264252A (en) 1995-03-24 1995-03-24 Formation of earth electrode

Publications (1)

Publication Number Publication Date
JPH08264252A true JPH08264252A (en) 1996-10-11

Family

ID=14028552

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9151595A Pending JPH08264252A (en) 1995-03-24 1995-03-24 Formation of earth electrode

Country Status (1)

Country Link
JP (1) JPH08264252A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010146938A (en) * 2008-12-22 2010-07-01 Chugoku Electric Power Co Inc:The Ground electrode and method for constructing the same
JP4553475B2 (en) * 1999-10-25 2010-09-29 中国電力株式会社 Heat transfer tube outer surface inspection device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4553475B2 (en) * 1999-10-25 2010-09-29 中国電力株式会社 Heat transfer tube outer surface inspection device
JP2010146938A (en) * 2008-12-22 2010-07-01 Chugoku Electric Power Co Inc:The Ground electrode and method for constructing the same

Similar Documents

Publication Publication Date Title
JPS5812420B2 (en) Arakajimechiyouriyokuoataetaekousakuoyuusuruankano
JPH08264252A (en) Formation of earth electrode
JP2000001844A (en) Sampling device of sample soil in unsolidified state and sampling method
JPH11510230A (en) Method of putting ground anchor in the ground and anchor used for it
JP2619321B2 (en) Ground reinforcement method using large diameter tensile reinforcement
JP4059574B2 (en) Method for forming rod-shaped ground electrode
CN104895077B (en) Antitheft ground anchor drill for permanently anchoring
JP2628009B2 (en) Cutting method of existing underground anchor material
JP3235704U (en) Underground drilling equipment
CN109577327A (en) One kind can slip casting resistance to plucking prestress anchor device
JPS5724725A (en) Removing method for underground pile
JP2004235131A (en) Grounding device
CN113062314B (en) Expandable recoverable anchor cable for civil engineering
JP2004159469A (en) Structure of columnar article
JPS56115424A (en) Replacing method for buried pipe
JP3998506B2 (en) OF cable removal method and conductor disconnection device
JP2005142135A (en) Grounding device and construction method therefor
JPH0415334B2 (en)
JPH10184996A (en) Method for changing underground buried resin pipe
JP2002246138A (en) Embedding method and device for grounded electrode for grounding resistance reducing material
JP2938580B2 (en) Propulsion method of long member to ground
JP4093898B2 (en) Removable rock bolt by electric corrosion and its removal method
JP2754372B2 (en) Wire and cable cutting and removing equipment in conduit
JPS6389726A (en) Sheath for ground anchor
JP3064771B2 (en) Grounding method