JP2011258529A - Grounding electrode of grounding resistance reducer injection method and grounding construction method using the same - Google Patents

Grounding electrode of grounding resistance reducer injection method and grounding construction method using the same Download PDF

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JP2011258529A
JP2011258529A JP2010134468A JP2010134468A JP2011258529A JP 2011258529 A JP2011258529 A JP 2011258529A JP 2010134468 A JP2010134468 A JP 2010134468A JP 2010134468 A JP2010134468 A JP 2010134468A JP 2011258529 A JP2011258529 A JP 2011258529A
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grounding
ground
electrode
base end
reducing agent
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Shigeki Masamoto
茂樹 正本
Toru Tanaka
徹 田中
Yoshikatsu Uragami
義克 浦上
貴浩 ▲高▼田
Takahiro Takada
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Chugoku Electric Power Co Inc
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Chugoku Electric Power Co Inc
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Abstract

PROBLEM TO BE SOLVED: To provide a grounding electrode of a grounding resistance reducer injection method which can achieve efficient renovation construction by making it unnecessary to dig around a grounding electrode burial site for grounding renovation construction in the future, and to provide a grounding construction method using the same.SOLUTION: In an installation construction method using a grounding electrode of a grounding resistance reducer injection method, the grounding electrode comprises a pipe material whose tip is closed by a closing member having a conical outer shape and whose base end is conductive to an opening end; a coupling cylinder of electric insulation whose one end can be coupled to the opening of the base end part directly or indirectly with a coupling part between them and which has a openable and closable lid part on the base end side. A rod body pressing surface, which is pressed by a rod body inserted in the pipe material, is formed in the pipe material closer to the tip, multiple open holes, which penetrate inside and outside the vicinity base end side of the rod body pressing surface, are positioned in the peripheral side surface, and a grounding line connection terminal is provided closer to the base end part. Preferably, the size of the cross section of the rod body orthogonal to the axial direction is made slightly smaller than the inner diameter of the pipe material.

Description

本発明は、改修工事の効率化を図れる接地抵抗低減剤注入式接地極およびこれを用いた接地工事方法に関する。   The present invention relates to a grounding resistance reducing agent-injection-type grounding electrode capable of improving the efficiency of renovation work and a grounding work method using the same.

配電線路においては、電力系統の保安のために電柱に接地工事を施すことが義務付けられている。接地工事は、通常、金属製の接地極を電柱の根元又はその周辺に埋設することで行なわれる。この接地極として、従来より銅板や銅覆鋼板などの接地板や銅棒、銅覆鋼棒、亜鉛めっき鋼棒などの接地棒が使用されており、近年では、例えばステンレス鋼管などの金属製の管材からなる接地抵抗低減剤注入式接地極も使用されてきている。この接地抵抗低減剤注入式接地極は、先端に円錐形の閉塞部材を備え、管壁に内外に貫通する貫通孔が穿設され、基端側が開口する管材であり、接地工事においてこれを地中に打設する際に、接地抵抗低減剤を管材内に注入して前記貫通孔から噴出させ、打設位置周囲の土壌の接地抵抗値を低下させた上で、基端側の開口を接地線接続端子によって閉塞するようにしたものである。このような接地抵抗低減剤注入式接地極については、これまで幾つかの提案がなされている(例えば、特許文献1参照)。   In distribution lines, it is obliged to ground the power poles for the security of the power system. The grounding work is usually performed by burying a metal grounding pole at the base of the utility pole or in the vicinity thereof. Conventionally, as this grounding electrode, a grounding plate such as a copper plate or a copper-clad steel plate or a grounding rod such as a copper rod, a copper-clad steel rod, or a galvanized steel rod has been used. A grounding resistance reducing agent injection type grounding electrode made of a pipe material has also been used. This grounding resistance reducing agent-injection type grounding electrode is a tube material having a conical blocking member at the tip, a through-hole penetrating the inside and outside of the tube wall, and an opening at the base end side. When placing inside, a grounding resistance reducing agent is injected into the pipe material and ejected from the through hole to reduce the grounding resistance value of the soil around the placement position, and then ground the opening on the base end side It is made to close with the line connection terminal. Several proposals have been made regarding such a ground resistance reducing agent-injection-type ground electrode (see, for example, Patent Document 1).

接地極は、接地抵抗低減剤注入式接地極を含め、一般に経年によりその接地抵抗値が上昇し、規定値を超えることが分かっている。そのため、接地抵抗値の推移を定期的に計測・監視し、規定値を超える可能性のある接地極については、予めその接地抵抗値を下げるための改修工事を実施する必要がある。   It has been found that the grounding resistance value of the grounding electrode, including the grounding resistance reducing agent injection type grounding electrode, generally increases with the passage of time and exceeds the specified value. For this reason, it is necessary to periodically measure and monitor the transition of the ground resistance value, and to carry out refurbishment work in advance to reduce the ground resistance value of the ground electrode that may exceed the specified value.

この改修工事は、通常、以下のような手順にて行われる。接地極が接地棒の場合には、既設の接地棒から水平方向所定の間隔(通常、約1m程度以上)だけ離れた位置を掘削し、そこに追加の接地棒を打設する。そうして、これら2つの接地棒間を接地線で連結し、接地抵抗値が規定を満足することを確認した上で掘削位置を埋め戻す。また、接地抵抗低減剤注入式接地極の場合には、当該接地極が埋設された位置を掘削し、管材の基端側の接地線接続端子を取り外し、改めて接地抵抗低減剤を注入し、接地抵抗値が規定値を満足することを確認した上で、その位置を埋め戻す各工程を経て施工される。   This renovation work is usually performed in the following procedure. When the grounding electrode is a grounding rod, a position separated from the existing grounding rod by a predetermined distance in the horizontal direction (usually about 1 m or more) is excavated, and an additional grounding rod is placed there. Then, these two grounding rods are connected by a grounding wire, and after confirming that the grounding resistance value satisfies the regulation, the excavation position is backfilled. In addition, in the case of a grounding resistance reducing agent injection type grounding electrode, excavate the position where the grounding electrode is buried, remove the ground wire connection terminal on the base end side of the pipe material, inject the grounding resistance reducing agent again, After confirming that the resistance value satisfies the specified value, it is constructed through each step of refilling its position.

しかし、接地抵抗低減剤注入式接地極の場合、接地抵抗低減剤を注入しても、当該薬剤による接地抵抗の低減効果が得られず、接地抵抗値が規定値以下にならないことがある。このような場合には、当該接地極から水平方向に所定の間隔だけ離れた位置をさらに掘削して新たに接地棒や接地抵抗低減剤注入式接地極などを埋設し、既設の接地極との間に接地線を接続することが必要になる。   However, in the case of the ground resistance reducing agent injection type ground electrode, even if the ground resistance reducing agent is injected, the effect of reducing the ground resistance by the agent may not be obtained, and the ground resistance value may not become a specified value or less. In such a case, further excavate a position spaced apart from the grounding electrode by a predetermined distance in the horizontal direction, and newly bury a grounding rod, a grounding resistance reducing agent-injected grounding electrode, etc. It is necessary to connect a ground wire between them.

このような改修工事の頻度は非常に高く、必ず掘削が必要とされるため、改修工事の都度、多大な労力及び費用を要しているのが現状である。また、掘削位置が官有地内であれば申請が必要となり、民有地内であれば地権者の了解を得なければならず、特に民有地である個人住宅において.庭先などを掘削しなければならない場合には、掘削の許可が得られないこともある。   Since the frequency of such renovation work is very high and excavation is always necessary, a great deal of labor and cost is required for each renovation work. In addition, if the excavation location is within public land, an application is required, and if it is within private land, the landowner must obtain the consent, especially in private houses that are private land. In some cases, excavation permission may not be obtained.

実用新案登録第3029443号明細書Utility Model Registration No. 3029443 Specification

本発明は、前記事情に鑑み、将来の接地改修工事の際に接地極埋設位置周辺の掘削を不要にすることで、当該改修工事の効率化を図ることができる接地抵抗低減剤注入式接地極及びこれを用いた接地工事方法を提供することを目的とする。   In view of the above circumstances, the present invention eliminates the need for excavation around the position where the ground electrode is buried during future ground repair work, thereby improving the efficiency of the repair work. And it aims at providing the ground construction method using this.

本発明者らは、接地抵抗低減剤注入式接地極についてその基端側を地上に露出させることで改修工事の際に掘削を不要にすることについて鋭意検討を重ねており、そのような検討のなかで接地抵抗低減剤を注入しても接地抵抗の測定値が規定値以下とならないという問題の原因を追及してきた。その結果、接地抵抗低減剤注入式接地極を打設し接地抵抗低減剤を注入した直後には、その管壁に穿設された貫通孔から土砂などが入り込むことが多いこと、及び接地抵抗低減剤がその土砂などを取り込んだ状態で硬化し当該貫通孔が閉塞状態となる結果、接地抵抗低減剤の注入によってもこれが接地極の管外に噴出されないことを見出した。   The inventors of the present invention have made extensive studies on the necessity of excavation during renovation work by exposing the base end side of the ground resistance reducing agent-injected grounding electrode to the ground. In particular, the cause of the problem that the measured value of the grounding resistance does not fall below the specified value even when the grounding resistance reducing agent is injected has been pursued. As a result, immediately after placing the grounding resistance reducing agent injection type grounding electrode and injecting the grounding resistance reducing agent, earth and sand often enter from the through-hole drilled in the tube wall, and the grounding resistance is reduced. As a result of the agent being hardened in the state of taking in the earth and sand and the through hole being closed, it was found that even when the ground resistance reducing agent was injected, it was not ejected outside the tube of the ground electrode.

そこで、本発明の一局面によれば、前記目的は、円錐形の外形形状を有する閉塞部材によって先端が閉塞され、基端が開口端部と導電性の管材と、当該基端部の開口に一端が直接にまたは連結部を介して間接的に連結可能とされ、その基端側に開閉自在な蓋部を有する電気絶縁性の連結筒とを備え、前記管材内には先端寄りに前記管材内部に挿入された棒体によって押圧される棒体押圧面が形成され、周側面に前記棒体押圧面の近傍基端側に内外に貫通する複数の貫通孔が配置されるとともに基端部寄りに接地線接続端子が設けられてなることを特徴とする接地抵抗低減剤注入式接地極によって達成される。   Therefore, according to one aspect of the present invention, the object is that the distal end is closed by a conical member having a conical outer shape, and the proximal end is an open end, a conductive tube, and the opening of the proximal end. One end of which is connectable directly or indirectly via a connecting portion, and has an electrically insulating connecting cylinder having a lid that can be opened and closed on the base end side thereof, and the tube material is located closer to the tip in the tube material. A rod body pressing surface that is pressed by a rod body inserted therein is formed, and a plurality of through-holes penetrating inward and outward are disposed on the peripheral side near the proximal end side of the rod body pressing surface and closer to the proximal end portion This is achieved by a grounding resistance reducing agent-injected grounding electrode characterized in that a grounding wire connecting terminal is provided on the grounding electrode.

また、本発明の別の局面によれば、前記目的は、円錐形の外形形状を有する閉塞部材によって先端が閉塞され、基端に開口を有する導電性の管材と、一端に開閉自在な蓋部を有する電気絶縁性の連結筒を含む接地抵抗低減剤注入式接地極を用いた接地工事方法であって、地面に下穴を穿設する工程と、棒体を前記管材内に挿入し、棒体押圧面に下向きの外力を伝達することで、前記下穴に前記接地極を打ち込む工程と、前記導電性の管材内に接地抵抗低減剤を注入または流しこむ工程と、当該接地極の基端側の開口に直接にまたは連結部を介して間接的に前記連結筒の蓋部を有する端部とは反対側の端部を接続する工程と、を含むことを特徴とする接地工事方法によって達成される。   According to another aspect of the present invention, the object is to provide a conductive tube having a distal end closed by a conical member having a conical outer shape and having an opening at a proximal end, and a lid that can be opened and closed at one end. A grounding construction method using a grounding resistance reducing agent injection type grounding electrode including an electrically insulating connecting cylinder having a step of drilling a pilot hole in the ground, and inserting a rod into the pipe, A step of driving the ground electrode into the pilot hole by transmitting a downward external force to the body pressing surface; a step of injecting or flowing a ground resistance reducing agent into the conductive tube; and a base end of the ground electrode Connecting the end opposite to the end having the lid portion of the connecting cylinder directly to the opening on the side or indirectly through the connecting portion. Is done.

本発明においては、接地抵抗低減剤注入式接地極の上端開口に電気絶縁性の連結筒を連結して地上との間を連通状態とし、当該連結筒の地上側に開閉自在な蓋を設け、改修工事の際には当該蓋を開けて接地抵抗低減剤の注入などを行なえるようにしたので、当該接地極についての改修工事において掘削を不要とすることができる。また、本発明の接地抵抗低減剤注入式接地極は、管材の閉塞部材寄りに接地抵抗低減剤を流出させる複数の貫通孔を配置し、またその打設時に導電性の管材に棒体を挿入し、先端の閉塞部材に形成された心棒押圧面を押圧することによって本発明の接地抵抗低減剤注入式接地極を地中に打ち込むようにしたので、管材の閉塞部材寄りに穿設された貫通孔からの土砂などの侵入を抑制することができる。   In the present invention, an electrically insulating connecting cylinder is connected to the upper end opening of the ground resistance reducing agent injection type grounding electrode so as to communicate with the ground, and a lid that can be opened and closed is provided on the ground side of the connecting cylinder. In the repair work, the lid is opened so that the ground resistance reducing agent can be injected, so that excavation is not required in the repair work for the ground electrode. In addition, the grounding resistance reducing agent injection type grounding electrode of the present invention has a plurality of through holes for allowing the grounding resistance reducing agent to flow out close to the closing member of the pipe material, and a rod is inserted into the conductive pipe material when it is placed. Since the grounding resistance reducing agent-injection type grounding electrode of the present invention is driven into the ground by pressing the mandrel pressing surface formed on the closing member at the tip, the penetration formed near the closing member of the pipe Intrusion of earth and sand from the hole can be suppressed.

本発明の接地抵抗低減剤注入式接地極の実施形態の一例を示す図である。It is a figure which shows an example of embodiment of the ground resistance reducing agent injection | pouring type ground electrode of this invention. 図1に示す実施形態を用いた接地工事方法の一例を説明するための図である。It is a figure for demonstrating an example of the grounding construction method using embodiment shown in FIG. 図1に示す実施形態の使用状態の別の例を示す図である。It is a figure which shows another example of the use condition of embodiment shown in FIG.

以下、添付図面を参照して本発明の接地抵抗低減剤注入式接地極の実施形態についてより詳細に説明する。本発明の接地抵抗低減剤注入式接地極(以下では、単に接地極という。)の実施形態の一例を図1に示す。この図に示す実施形態では、本発明の接地極は、一端に鏃状の閉塞部材11を備え、他端が開口する導電性の管材10と、これに連結具14、17を介して連結される電気絶縁性の連結筒16とから主に構成されている。なお、以下では、説明の便宜上、管材10及び連結筒16の「一端」、「他端」という代わりに、図に向って「上端」、「下端」とそれぞれ呼ぶこととする。   Hereinafter, embodiments of the ground resistance reducing agent-injected grounding electrode of the present invention will be described in more detail with reference to the accompanying drawings. FIG. 1 shows an example of an embodiment of a ground resistance reducing agent injection type ground electrode (hereinafter simply referred to as a ground electrode) of the present invention. In the embodiment shown in this figure, the grounding electrode of the present invention has a hook-shaped closing member 11 at one end, and is connected to a conductive tube 10 having an opening at the other end via connectors 14 and 17. And an electrically insulating connecting cylinder 16. In the following, for convenience of explanation, instead of “one end” and “the other end” of the pipe member 10 and the connecting cylinder 16, they are referred to as “an upper end” and “a lower end”, respectively, in the drawing.

導電性の管材10は、その管軸方向に直交する方向の断面の形状及びサイズ、並びに当該方向の全長について特に制限されず、従来公知の管状の接地極、またはこれと略同様の内径及び肉厚を有する金属管などが好適に使用できる。この金属製の管材10の閉塞部材11寄りの端部には管内外に貫通する貫通孔13、13、・・・が複数規則的に配置されている。この貫通孔13の直径および個数については、管材10内に注入される接地抵抗低減剤の注入量及びこの薬剤が当該貫通孔から噴出される際の噴出圧力などを考慮して適宜決定することができる。   The conductive tube material 10 is not particularly limited with respect to the shape and size of the cross section in the direction orthogonal to the tube axis direction, and the total length in the direction, and is a conventionally known tubular grounding electrode, or an inner diameter and a wall substantially similar to this. A metal tube having a thickness can be suitably used. A plurality of through holes 13, 13,... Penetrating into and out of the pipe are regularly arranged at the end of the metal pipe member 10 near the closing member 11. The diameter and the number of the through holes 13 may be appropriately determined in consideration of the injection amount of the grounding resistance reducing agent injected into the pipe member 10 and the injection pressure when the agent is injected from the through hole. it can.

導電性の管材10は、従来公知の金属製または導電性セラミック製の管材のなかから適宜選択して使用できる。金属製の管材としては、例えば亜鉛めっき管、厚鋼電線管、ステンレス鋼管など従来から接地極に使用される金属が挙げられる。これらのうち、この管材10は長期間地中に埋設されるので、特に耐腐食性に優れたステンレス鋼管などを使用するのが好ましい。また、導電性セラミックスとしては、例えばアルミナ−チタンカーバイド系や導電性ジルコニア系のものなどが挙げられる。   The conductive tube material 10 can be appropriately selected from conventionally known metal or conductive ceramic tube materials. Examples of the metal pipe material include metals conventionally used for grounding electrodes such as galvanized pipes, thick steel electric wire pipes, and stainless steel pipes. Among these, since the pipe material 10 is buried in the ground for a long period of time, it is particularly preferable to use a stainless steel pipe or the like excellent in corrosion resistance. Examples of the conductive ceramic include alumina-titanium carbide type and conductive zirconia type.

閉塞部材11は、円錐形の外形形状を有し、管材10の下端部に設けられている。本実施形態においては、この閉塞部材11は中実とされ中空部を有しない構造とされているが、中空部を有する構造であってもよい。閉塞部材11は管材10に向けて管材10の管軸方向に略直交する端面11a(以下、棒体押圧面という。)を有している。この棒体押圧面11aは、後述するように、管材10内に上端側から挿入された棒体(不図示。図2、符号23参照)に加えられる下向きの外力が棒体23を介して棒体押圧面11aに伝達され、これによって本発明の接地極1が地中に打設される。   The closing member 11 has a conical outer shape and is provided at the lower end portion of the tube material 10. In this embodiment, the closing member 11 is solid and does not have a hollow portion, but may have a structure having a hollow portion. The blocking member 11 has an end surface 11 a (hereinafter referred to as a rod pressing surface) that is substantially orthogonal to the tube axis direction of the tube material 10 toward the tube material 10. As will be described later, the rod body pressing surface 11a has a downward external force applied to a rod body (not shown; see reference numeral 23 in FIG. 2) inserted into the tube material 10 from the upper end side through the rod body 23. This is transmitted to the body pressing surface 11a, whereby the ground electrode 1 of the present invention is driven into the ground.

この閉塞部材11の素材は導電性を備えていれば特に制限されないが、地中に長期間埋設されるものであるので、管材10と同様、例えばステンレス鋼などの耐腐食性に優れる素材で形成されていることが好ましい。この閉塞部材11は、管材10に例えば溶接などの公知の固定方法によって固着し、または内部をくり抜いて管状とした中実の棒体の先端を切削加工して円錐形状に形成することもできる。   The material of the closing member 11 is not particularly limited as long as it has conductivity. However, since it is buried in the ground for a long time, it is formed of a material having excellent corrosion resistance, such as stainless steel, like the tube material 10. It is preferable that The closing member 11 can be fixed to the pipe member 10 by a known fixing method such as welding, or can be formed into a conical shape by cutting the tip of a solid rod body hollowed out into a tubular shape.

管材10には、その上端の開口端部に連結部14が外嵌されている。この連結部14は、導電性または電気絶縁性のいずれの素材で形成されていてもよい。導電性の素材としては、管材10に用いられる前記例示のものが挙げられる。また、電気絶縁性の素材としては、例えば硬質ビニル系などの各種合成樹脂などが挙げられ、その中でも耐腐食性に優れるものが好ましい。   A connecting portion 14 is externally fitted to the upper end of the tube 10. The connecting portion 14 may be formed of any material that is conductive or electrically insulating. Examples of the conductive material include those exemplified above for use in the tube material 10. Examples of the electrically insulating material include various synthetic resins such as hard vinyl, and among them, those having excellent corrosion resistance are preferable.

連結部14の外周面には、リード端子20が突設され、これに接地線21が接続されている。このリード端子20は、管材10と電気的に導通している。このリード端子20に、電柱から引き下げられた接地線や既設の接地極との間を連絡する接地線が接続される。   A lead terminal 20 protrudes from the outer peripheral surface of the connecting portion 14, and a ground wire 21 is connected to the lead terminal 20. The lead terminal 20 is electrically connected to the tube material 10. Connected to the lead terminal 20 is a ground wire pulled down from the utility pole or a ground wire communicating with an existing ground electrode.

連結筒16は、電気絶縁性を示す管材であれば、その管軸方向に直交する方向の断面の形状やサイズは管材10と同様、特に制限されず、公知のものの中から適宜選択して使用できるが、管材10と同様の断面形状を備え、略同等の内径を有する管材を用いるのが好ましい。このような連結筒16には、例えば硬質ビニル管などの電気絶縁性の合成樹脂管を好適に使用できる。   As long as the connecting tube 16 is a tube material that exhibits electrical insulation, the shape and size of the cross section in the direction orthogonal to the tube axis direction are not particularly limited, and are appropriately selected from known ones. However, it is preferable to use a tube material having the same cross-sectional shape as the tube material 10 and having substantially the same inner diameter. For such a connecting tube 16, for example, an electrically insulating synthetic resin tube such as a hard vinyl tube can be suitably used.

図1に示す本実施形態においては、連結筒16の下端側には、管材10の上端部の連結部14と連結可能な連結部17が設けられている。この連結部17もまた、連結部14と同様に、連結筒16の下端部に外嵌固定されている。この連結部17は、前記例示の導電性、電気絶縁性のいずれの素材で形成されていてもよい。本実施形態では、このように連結部14と連結部17とは別体に形成されたものとしているが、別体であることに限定されるわけではなく、これらが同一の素材からなる場合には、一体に成形されたものとすることもできる。   In the present embodiment shown in FIG. 1, a connecting portion 17 that can be connected to the connecting portion 14 at the upper end portion of the pipe member 10 is provided on the lower end side of the connecting tube 16. Similarly to the connecting portion 14, the connecting portion 17 is also fitted and fixed to the lower end portion of the connecting tube 16. The connecting portion 17 may be formed of any of the exemplified conductive and electrically insulating materials. In the present embodiment, the connecting portion 14 and the connecting portion 17 are formed as separate bodies in this way, but are not limited to being separate bodies, and when these are made of the same material. May be integrally formed.

連結筒16の上端部には、開閉自在な蓋19が設けられる。本実施形態の接地極を用いて接地工事を行った場合、地上より所定の高さまたは地際に配置され、交通や人の往来などにさらされることになるので、この蓋19は連結筒16の上端部とともに堅牢に製作されていることが好ましい。また、連結筒16の上部領域には、図1に示すように、拡径部18を設けることができる。この拡径部18は必須の構成ではないが、これを設けることで、本発明の接地極についての将来の改修工事の際に作業の利便性の向上が期待できる利点がある。   An openable / closable lid 19 is provided at the upper end of the connecting cylinder 16. When the grounding work is performed using the grounding electrode of the present embodiment, the lid 19 is disposed at a predetermined height or on the ground from the ground and exposed to traffic, traffic, and the like. It is preferable that the upper end of the head is made robust. Further, as shown in FIG. 1, an enlarged diameter portion 18 can be provided in the upper region of the connecting cylinder 16. Although this enlarged diameter portion 18 is not an essential configuration, the provision of the enlarged diameter portion 18 has an advantage that the convenience of work can be expected to be improved in the future repair work for the ground electrode of the present invention.

次に、本発明の接地極を用いた接地工事方法について説明する。図2は、本発明の接地極を用いた接地工事方法を説明するための図である。この図(a)に示すように、まず、接地極の打設位置に適当な工具を用いて下穴を開ける。この下穴の直径や深さは接地工事の作業者が遵守すべき技術基準などに従い適宜設定できる(例えば、下穴の直径は約35mm程度に、また深さは約1m程度)。   Next, a grounding method using the grounding electrode of the present invention will be described. FIG. 2 is a diagram for explaining a grounding method using the grounding electrode of the present invention. As shown in FIG. 1 (a), first, a pilot hole is opened using a suitable tool at the position where the ground electrode is to be placed. The diameter and depth of the pilot hole can be set as appropriate according to technical standards to be followed by the worker of the grounding work (for example, the diameter of the pilot hole is about 35 mm and the depth is about 1 m).

次に、接地極1の上端の開口から棒体(以下では、心棒という。)23を挿入し、これに下向きに外力を加えることで当該接地極1を前記した下穴に打ちこんでいく(図2(b)参照)。この心棒23は、その外径が少なくともその下端側が管材10の内径よりも僅かに小さく設定されていることが好ましい。このとき、下方に加えられる外力は、心棒23を介して棒体押圧面11a(図1参照)に作用することになる。   Next, a rod body (hereinafter referred to as a mandrel) 23 is inserted from the opening at the upper end of the ground electrode 1, and an external force is applied downward thereto to drive the ground electrode 1 into the prepared hole (see FIG. 2 (b)). It is preferable that the outer diameter of the mandrel 23 is set to be slightly smaller than the inner diameter of the tube material 10 at least on the lower end side. At this time, the external force applied downward acts on the rod pressing surface 11a (see FIG. 1) via the mandrel 23.

本発明の接地極1の連結部14が地際から露出している段階で、リード端子20に接地線21を接続しておき、その後同様の方法にてさらに接地極1を地中に打ち込む。管材10の連結部14の上端が所定の深さに達したところで、管材10からこの心棒23を引き抜き、連結部14、17を介して連結筒16を管材10に連結する(図2(c)参照)。この連結筒16の上端側には、前記したように、拡径部18が設けられ、その上端には蓋19が開閉自在に設けられている。なお、心棒23は、その後の作業に支障がない場合には、引き抜かずに管材10内に挿入したままとしてもよい。   When the connecting portion 14 of the ground electrode 1 of the present invention is exposed from the ground, the ground wire 21 is connected to the lead terminal 20, and then the ground electrode 1 is further driven into the ground by the same method. When the upper end of the connecting portion 14 of the tube material 10 reaches a predetermined depth, the mandrel 23 is pulled out from the tube material 10 and the connecting tube 16 is connected to the tube material 10 via the connecting portions 14 and 17 (FIG. 2C). reference). As described above, the enlarged diameter portion 18 is provided on the upper end side of the connecting cylinder 16, and the lid 19 is provided on the upper end of the connecting cylinder 16 so as to be freely opened and closed. The mandrel 23 may be inserted into the tube material 10 without being pulled out when there is no hindrance in the subsequent work.

蓋19を開いておき、予め接地抵抗低減剤を前調製して封入し、例えば液化二酸化炭素ボンベを接続してあるタンク30を当該連結筒16の上端にセットする(図2(e)参照)。このとき、タンク30下側の噴出口は拡径部18を通して連結筒16の上端部にネジ込みなどにより固定できるように形成されていることが好ましい。その後、タンク30のバルブを開き、その噴出口から接地抵抗低減剤を一気に連結筒16内に圧入する。これにより、管材16の閉塞部材11寄りの貫通孔13、13、・・・から接地抵抗低減剤が噴出される。このとき、管材10の周囲の土壌は、噴出される接地抵抗低減剤による衝撃により液状化し、当該接地抵抗低減剤と混合されながら拡散していく(図中では、このときの拡散範囲をRにて示している。)。   The lid 19 is opened, and a grounding resistance reducing agent is preliminarily prepared and sealed, and for example, a tank 30 to which a liquefied carbon dioxide cylinder is connected is set at the upper end of the connecting cylinder 16 (see FIG. 2 (e)). . At this time, it is preferable that the jet outlet on the lower side of the tank 30 is formed so as to be fixed to the upper end portion of the connecting cylinder 16 through the enlarged diameter portion 18 by screwing or the like. Thereafter, the valve of the tank 30 is opened, and the grounding resistance reducing agent is press-fitted into the connecting cylinder 16 at once from the jet outlet. Thereby, the grounding resistance reducing agent is ejected from the through holes 13, 13,. At this time, the soil around the tube material 10 is liquefied by the impact of the sprayed ground resistance reducing agent and diffuses while being mixed with the ground resistance reducing agent (in this figure, the diffusion range at this time is set to R). Is shown.)

このようにして接地抵抗低減剤を注入した上で接地抵抗を測定し、測定値が規定値よりも小さくなっていることを確認する。測定値が規定値よりも大きい場合には、前記の手順にて再度接地抵抗低減剤の注入を行い接地抵抗低減剤の注入量を増加させる。再度接地抵抗の測定を行ない、その測定値が規定値よりも依然大きい場合には、接地抵抗低減剤の注入、接地抵抗値の測定を当該測定値が規定値よりも小さくなったことが確認できるまで繰り返す。接地抵抗測定値が規定値よりも小さくなったことを確認した後、タンク30を取り外し、蓋19を閉じる(図2(f)参照)。   After injecting the ground resistance reducing agent in this way, the ground resistance is measured, and it is confirmed that the measured value is smaller than the specified value. When the measured value is larger than the specified value, the ground resistance reducing agent is injected again by the above procedure to increase the injection amount of the ground resistance reducing agent. When the ground resistance is measured again and the measured value is still larger than the specified value, it can be confirmed that the measured value is smaller than the specified value by injecting the ground resistance reducing agent and measuring the ground resistance value. Repeat until. After confirming that the measured value of grounding resistance is smaller than the specified value, the tank 30 is removed and the lid 19 is closed (see FIG. 2 (f)).

なお、接地抵抗低減剤の注入は、前記のように接地極1内に加圧状態にて行ってもよいが、接地極1内に単に流し込み、感材10の複数の貫通孔13、13、・・・から自然に流出させることで行ってもよい。その場合、連結筒16の上端の開口から心棒23を挿入し、これに下向きの外力を加えることで、管材10と心棒23とで形成されたピストンの作用により、管材10内に残存した接地抵抗低減剤を貫通孔13、13、・・・から強制的に流出させるようにすることができる。また、この接地抵抗低減剤の注入又は流し込みは、図2(b)に示した接地極1の連結部14が地際から露出している状態で行ってもよい。このとき、適宜心棒23を併用することができる。もちろん、心棒23は、接地抵抗低減剤を加圧状態で注入する場合に、管材10の内部に接地抵抗低減剤の残存が認められる場合に用いることができる。   Although the injection of the ground resistance reducing agent may be performed in a pressurized state in the ground electrode 1 as described above, it is simply poured into the ground electrode 1 and a plurality of through holes 13, 13, It may be done by letting it flow out naturally. In that case, the mandrel 23 is inserted from the opening at the upper end of the connecting cylinder 16 and a downward external force is applied to the mandrel 23, so that the grounding resistance remaining in the tube material 10 by the action of the piston formed by the tube material 10 and the mandrel 23 is applied. It is possible to force the reducing agent to flow out of the through holes 13, 13,. The injection or pouring of the ground resistance reducing agent may be performed in a state where the connecting portion 14 of the ground electrode 1 shown in FIG. 2B is exposed from the ground. At this time, the mandrel 23 can be used together as appropriate. Of course, the mandrel 23 can be used when the ground resistance reducing agent remains in the tube 10 when the ground resistance reducing agent is injected in a pressurized state.

このように接地工事が完了した後の接地抵抗の監視により、本発明の接地極の接地抵抗値の上昇が認められた場合には、改修工事が必要となる。この改修工事では、拡径部18の蓋19を開き、前記の方法により接地抵抗低減剤の注入を行うことになるが、前記した接地工事を実施することで、管材の閉塞部材寄りに穿設された複数の貫通孔は閉塞されない状態で保持されるため、当該複数の貫通孔からの接地抵抗低減剤の流出が制限されることがない。   In this way, when the increase in the ground resistance value of the ground electrode according to the present invention is observed by monitoring the ground resistance after the grounding work is completed, the repair work is required. In this renovation work, the lid 19 of the diameter-expanded portion 18 is opened and the ground resistance reducing agent is injected by the above-described method. Since the plurality of through-holes that have been made are held in an unblocked state, the outflow of the ground resistance reducing agent from the plurality of through-holes is not limited.

本発明の接地極は、閉塞部材の上端面である棒体押圧面から地上まで管材及び連結筒の内部を連通状態とし、そこに棒体を挿入し、これに下向きに外力を加えることで、地中への打ち込みが可能であり、また接地抵抗低減剤の注入も行えるものである。そして、接地工事完了後は、本発明の接地極1の最上端の拡径部18の蓋19を閉じた状態とすることで、その後に、本発明の接地極1の管材10内への異物の侵入を防止でき、また当該接地極の接地抵抗値が上昇した場合の改修工事において再度の掘削を不要とすることができる。また、本発明の接地極内に棒体を挿入して打ち込みを行なうことによって、管材の閉塞部材寄りに穿設された貫通孔からの土砂などの侵入を抑制することができ、従来のような追加の接地棒の打設工事を不要にすることができる。   The grounding electrode of the present invention is a state in which the inside of the pipe member and the connecting cylinder is in communication from the rod pressing surface which is the upper end surface of the closing member to the ground, the rod is inserted therein, and an external force is applied downward thereto. It can be driven into the ground and can also be injected with a ground resistance reducing agent. After the grounding work is completed, the lid 19 of the enlarged diameter portion 18 at the uppermost end of the grounding electrode 1 of the present invention is closed, and then the foreign matter in the tube material 10 of the grounding electrode 1 of the present invention. Intrusion can be prevented, and re-excavation can be eliminated in the repair work when the grounding resistance value of the grounding electrode increases. Further, by inserting a rod into the ground electrode of the present invention and driving it in, it is possible to suppress the intrusion of earth and sand from a through-hole drilled near the blocking member of the pipe, The installation work of an additional grounding rod can be made unnecessary.

また、本発明の接地極はまた、既設の接地棒などの接地極の接地抵抗値の上昇が認められる場合に、所定の技術基準に従い、その周辺に所定の間隔だけ(例えば約1m程度)離して追加の接地極として打設することができる。これにより、この追加の接地極についてはその後改修工事において掘削を不要にできるので、改修工事に要する労力及び費用の低減が図られる。   The ground electrode of the present invention is also separated by a predetermined distance (for example, about 1 m) in the vicinity thereof in accordance with a predetermined technical standard when an increase in the ground resistance value of the ground electrode such as an existing ground rod is recognized. Can be installed as an additional grounding pole. As a result, the additional grounding electrode can be made unnecessary for excavation in the subsequent renovation work, so that the labor and cost required for the renovation work can be reduced.

図3は、図1に示した実施形態の接地極を電柱に沿って接地工事完了後の状態を示している。この図に示すように、電柱40に沿って本発明の接地極1を打設する場合には、連結筒16の全長は図2に示した接地工事の場合のそれよりも長く設定できる。この連結筒16の全長は、将来の改修工事の際における作業者の作業性などを考慮して適宜設定できる(例えば、地上から連結筒16の上端の蓋19までの地上高さが約1m程度など)。この連結筒16は、図3に示すようにそのまま固定バンド42、42、42で電柱40に固定できるが、連結筒16の地上高さよりも大径でかつ全長も長い硬質の合成樹脂製パイプでこの連結筒16を覆うようにして防護することもできる。   FIG. 3 shows a state after the grounding work of the grounding pole of the embodiment shown in FIG. 1 is completed along the power pole. As shown in this figure, when the grounding electrode 1 of the present invention is driven along the utility pole 40, the total length of the connecting tube 16 can be set longer than that in the grounding work shown in FIG. The total length of the connecting cylinder 16 can be appropriately set in consideration of the workability of the worker in the future repair work (for example, the ground height from the ground to the lid 19 at the upper end of the connecting cylinder 16 is about 1 m. Such). As shown in FIG. 3, the connecting cylinder 16 can be fixed to the utility pole 40 with fixing bands 42, 42, 42 as it is, but it is a hard synthetic resin pipe having a diameter larger than the ground height of the connecting cylinder 16 and a long overall length. It is also possible to protect the connecting cylinder 16 by covering it.

以上説明したように、本発明の接地抵抗低減剤注入式接地極によれば、前記した実施形態や接地工事方法の例に示すように、接地極内と地上との間を連通状態とし連結筒の蓋を開くことで、改修工事の際には当該蓋を開けて接地抵抗低減剤の注入などを実施することができ、当該接地極についての改修工事において掘削を不要とすることができる。また、本発明の接地抵抗低減剤注入式接地極は、その打設時に導電性の管材に棒体を挿入し、先端の閉塞部材に形成された心棒押圧面を押圧することによって本発明の接地抵抗低減剤注入式接地極を地中に打ち込むことができ、その際に、管材の閉塞部材寄りに穿設された貫通孔を通しての土砂などの侵入を抑制することができる。   As described above, according to the grounding resistance reducing agent-injection type grounding electrode of the present invention, as shown in the above-described embodiments and examples of the grounding work method, the connecting cylinder is made to communicate between the grounding electrode and the ground. By opening the lid, it is possible to open the lid at the time of renovation work and to inject the ground resistance reducing agent, etc., and it is possible to eliminate excavation in the renovation work for the ground electrode. Further, the grounding resistance reducing agent-injected grounding electrode of the present invention inserts a rod body into a conductive tube at the time of placing, and presses a mandrel pressing surface formed on a closing member at the tip, thereby grounding of the present invention. The resistance-reducing agent-injection-type ground electrode can be driven into the ground, and at that time, intrusion of earth and sand or the like through a through-hole formed near the blocking member of the pipe can be suppressed.

1 接地抵抗低減剤注入式接地極
10 管材
11 閉塞部材
11a 棒体押圧面
12 開口
13 貫通孔
14、17 連結部
16 連結筒
18 拡径部
19 蓋
20 リード端子
21 接地線
23 心棒(棒体)
30 タンク(圧縮ガスボンベ装備)
32 下穴
R 接地抵抗低減剤拡散範囲
DESCRIPTION OF SYMBOLS 1 Grounding resistance reducing agent injection | pouring type earthing electrode 10 Tubing material 11 Blocking member 11a Bar body pressing surface 12 Opening 13 Through-holes 14 and 17 Connection part 16 Connection cylinder 18 Expanded part 19 Lid 20 Lead terminal 21 Ground wire 23 Mandrel (rod)
30 tanks (equipped with compressed gas cylinder)
32 Pilot hole R Ground resistance reduction agent diffusion range

Claims (4)

円錐形の外形形状を有する閉塞部材によって先端が閉塞され、基端が開口端部と導電性の管材と、当該基端部の開口に一端が直接にまたは連結部を介して間接的に連結可能とされ、その基端側に開閉自在な蓋部を有する電気絶縁性の連結筒とを備え、前記管材内には先端寄りに前記管材内部に挿入された棒体によって押圧される棒体押圧面が形成され、周側面に前記棒体押圧面の近傍基端側に内外に貫通する複数の貫通孔が配置されるとともに基端部寄りに接地線接続端子が設けられてなることを特徴とする接地抵抗低減剤注入式接地極。   The distal end is closed by a conical member with a conical outer shape, and the base end can be connected directly to the opening end portion and the conductive tube material, or to the opening of the base end portion directly or via a connecting portion. And an electrically insulating connecting cylinder having a lid that can be opened and closed on its proximal end side, and a rod body pressing surface that is pressed by a rod body that is inserted into the tube material near the distal end in the tube material And a plurality of through holes penetrating inward and outward are disposed on the peripheral side surface in the vicinity of the rod pressing surface, and a ground wire connection terminal is provided near the base end portion. Grounding electrode with earth resistance reducing agent 前記棒体は、その軸線方向に直交する断面のサイズが前記管材の内径よりも僅かに小さく設定されてなる請求項1に記載の接地極。   2. The grounding electrode according to claim 1, wherein a size of a cross section perpendicular to the axial direction of the rod is set to be slightly smaller than an inner diameter of the tube material. 円錐形の外形形状を有する閉塞部材によって先端が閉塞され、基端に開口を有する導電性の管材と、一端に開閉自在な蓋部を有する電気絶縁性の連結筒を含む接地抵抗低減剤注入式接地極を用いた接地工事方法であって、
地面に下穴を穿設する工程と、
棒体を前記管材内に挿入し、棒体押圧面に下向きの外力を伝達することで、前記下穴に前記接地極を打ち込む工程と、
前記導電性の管材内に接地抵抗低減剤を注入または流しこむ工程と、
当該接地極の基端側の開口に直接にまたは連結部を介して間接的に前記連結筒の蓋部を有する端部とは反対側の端部を接続する工程と、
を含むことを特徴とする接地工事方法。
Grounding resistance reducing agent injection type including a conductive tube having a distal end closed by a conical member having a conical outer shape and having an opening at a base end, and an electrically insulating connecting cylinder having a lid that can be opened and closed at one end. A grounding method using a grounding electrode,
Drilling a pilot hole in the ground;
Inserting the rod into the tube and transmitting the downward external force to the rod pressing surface to drive the ground electrode into the pilot hole;
Injecting or pouring a ground resistance reducing agent into the conductive tube;
Connecting the end opposite to the end having the lid portion of the connecting cylinder directly or indirectly through the connecting portion to the opening on the base end side of the ground electrode;
A grounding method characterized by including
前記棒体は、その軸線方向に直交する断面のサイズが前記管材の内径よりも僅かに小さく設定されてなる請求項3に記載の接地工事方法。   The grounding method according to claim 3, wherein a size of a cross section perpendicular to the axial direction of the rod body is set to be slightly smaller than an inner diameter of the pipe material.
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Cited By (7)

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Publication number Priority date Publication date Assignee Title
CN105428834A (en) * 2014-08-21 2016-03-23 国网河南省电力公司漯河供电公司 Antitheft combined copper clad steel grounding electrode and mounting method thereof
CN106972286A (en) * 2017-04-11 2017-07-21 河北万方中天科技有限公司 A kind of monitoring bar ground ground structure and construction method
EP3382808A1 (en) 2017-03-28 2018-10-03 DOMINIAK, Andrzej Vertical earth unit
CN110277661A (en) * 2019-05-13 2019-09-24 张昱 Without the lightning protection construction method of the sustainable maintenance of secondary digging groove
RU2725139C1 (en) * 2019-07-26 2020-06-30 Общество С Ограниченной Ответственностью "Газпром Трансгаз Краснодар" Portable surface electrolytic earthing electrode
KR20210124786A (en) * 2020-04-07 2021-10-15 유재현 Grounding device for distribution lines
CN114267970A (en) * 2022-01-04 2022-04-01 天威保变(秦皇岛)变压器有限公司 Grounding device of oil-immersed transformer

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105428834A (en) * 2014-08-21 2016-03-23 国网河南省电力公司漯河供电公司 Antitheft combined copper clad steel grounding electrode and mounting method thereof
EP3382808A1 (en) 2017-03-28 2018-10-03 DOMINIAK, Andrzej Vertical earth unit
CN106972286A (en) * 2017-04-11 2017-07-21 河北万方中天科技有限公司 A kind of monitoring bar ground ground structure and construction method
CN110277661A (en) * 2019-05-13 2019-09-24 张昱 Without the lightning protection construction method of the sustainable maintenance of secondary digging groove
RU2725139C1 (en) * 2019-07-26 2020-06-30 Общество С Ограниченной Ответственностью "Газпром Трансгаз Краснодар" Portable surface electrolytic earthing electrode
KR20210124786A (en) * 2020-04-07 2021-10-15 유재현 Grounding device for distribution lines
KR102369778B1 (en) * 2020-04-07 2022-03-03 유재현 Grounding device for distribution lines
CN114267970A (en) * 2022-01-04 2022-04-01 天威保变(秦皇岛)变压器有限公司 Grounding device of oil-immersed transformer
CN114267970B (en) * 2022-01-04 2023-08-15 天威保变(秦皇岛)变压器有限公司 Grounding device of oil immersed transformer

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