JP2000188138A - Top point member of ground rod, and burying method for ground rod - Google Patents

Top point member of ground rod, and burying method for ground rod

Info

Publication number
JP2000188138A
JP2000188138A JP10362463A JP36246398A JP2000188138A JP 2000188138 A JP2000188138 A JP 2000188138A JP 10362463 A JP10362463 A JP 10362463A JP 36246398 A JP36246398 A JP 36246398A JP 2000188138 A JP2000188138 A JP 2000188138A
Authority
JP
Japan
Prior art keywords
ground
rod
diameter
top point
reducing agent
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
JP10362463A
Other languages
Japanese (ja)
Inventor
Mitsunori Nakanishi
満徳 中西
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP10362463A priority Critical patent/JP2000188138A/en
Publication of JP2000188138A publication Critical patent/JP2000188138A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a safe and inexpensive member capable of obtaining an effective reduction effect by taking a sufficiently large contact area between a ground rod and reducing agent, and provide a burying method for the ground rod. SOLUTION: After a hard top point member 1 having a sharp tip part 1a and a rear end part 1b with larger diameter than the diameter of a ground rod 4 is attached to the tip part of the ground rod 4, a space 3 is formed between the ground rod 4 and the ground 10 by knocking it into the ground from the bottom of a drilling hole 7 filled with reducing agent, and the reducing agent 5 is introduced in the space 3.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、電力や通信分野等
において、接地のために地中に埋設されるアース棒の先
端部分に、当該アース棒と大地との間に接地抵抗低減剤
を導入又は注入するための空間を形成するために取付け
られるトップポイント部材、およびアース棒の埋設方法
に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to the field of electric power and communications, in which a grounding resistance reducing agent is introduced between the grounding rod and the ground at the tip of the grounding rod buried underground for grounding. The present invention also relates to a top point member attached to form a space for injection and a method of burying a ground rod.

【0002】[0002]

【従来の技術】電力や通信分野等において、地中に埋設
されるアース棒4と大地10との電気抵抗を土壌に化学
的処理を施して小さくするために、アース棒4の外周面
と大地10との間に接地抵抗低減剤(以下、低減剤と記
す)5を注入する手法がある。
2. Description of the Related Art In the field of electric power and communication, the outer peripheral surface of an earth rod 4 and the earth are reduced in order to reduce the electric resistance between the earth rod 4 buried underground and the earth 10 by chemical treatment of the soil. There is a method of injecting a grounding resistance reducing agent (hereinafter, referred to as a reducing agent) 5 between the substrate 10 and the substrate.

【0003】従来、この低減剤5の注入は、図5に示す
ように、アース棒4を埋設するために所定深さL3に掘
削した掘削穴7に流し込んだり、また、図6に示すよう
に、掘削用重機で所定深さL3よりさらに追加深さL4
を掘削した掘削穴7を形成して、アース棒4のほぼ上部
と中間部とに低減剤5を接触させるように、その掘削穴
7に低減剤5を流し込んだりすることによって行なわれ
ている。なお、符号6は一端がアース棒4に接続された
リード線である。
Conventionally, as shown in FIG. 5, this reducing agent 5 is poured into an excavation hole 7 excavated to a predetermined depth L3 to bury an earth rod 4, or as shown in FIG. And additional depth L4 from the predetermined depth L3 with the heavy equipment for excavation
Is formed by pouring the reducing agent 5 into the excavation hole 7 so that the reducing agent 5 is brought into contact with the substantially upper portion and the intermediate portion of the earth rod 4. Reference numeral 6 denotes a lead wire having one end connected to the ground rod 4.

【0004】また、図7および図8に示すように、所定
深さL3の掘削穴7を掘った後に、ボーリング装置8に
よってボーリング穴9をあけ、その中にアース棒4を挿
入すると共に低減剤5を注入する方法も存在する。
Further, as shown in FIGS. 7 and 8, after digging a drilling hole 7 having a predetermined depth L3, a boring hole 9 is drilled by a boring device 8, into which an earth rod 4 is inserted and a reducing agent is inserted. There is also a method of injecting 5.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、従来に
示した低減剤5を掘削穴7に流し込む方法においては、
いずれもアース棒4と低減剤5との接触面積を十分に確
保することができないので、効果的な接地抵抗低減効果
を得ることができない。
However, in the conventional method of pouring the reducing agent 5 into the excavation hole 7,
In any case, a sufficient contact area between the earth rod 4 and the reducing agent 5 cannot be secured, so that an effective ground resistance reducing effect cannot be obtained.

【0006】また、従来のボーリング穴9を形成し、そ
の中に注入する方法にあっては、アース棒4と低減剤5
との接触面積を大きくすることはできるものの、ボーリ
ングという危険を伴う面倒な作業と高いコストを必要と
するといった問題がある。
In the conventional method of forming a boring hole 9 and injecting it into the hole, an earth rod 4 and a reducing agent 5 are used.
Although the contact area with the steel can be increased, there is a problem in that a complicated operation involving a danger of boring and a high cost are required.

【0007】そこで、請求項1乃至3に記載の発明の目
的とするところは、安全で簡単かつ低コストで、アース
棒と低減剤との接触面積を十分に大きくして、効果的な
接地抵抗低減効果を得ることのできる部材を提供するこ
とにある。
Therefore, an object of the present invention is to provide a safe, simple and low-cost, sufficiently large contact area between the earth rod and the reducing agent, and an effective ground resistance. An object of the present invention is to provide a member capable of obtaining a reduction effect.

【0008】また、請求項4及び請求項5に記載の目的
とするところは、低コストで、かつ容易に、アース棒と
低減剤との接触面積を十分に大きくし、効果的な接地抵
抗低減効果を得ることのできるアース棒の埋設方法を提
供することにある。
It is another object of the present invention to reduce the contact area between the earth rod and the reducing agent sufficiently at a low cost and easily, and to effectively reduce the ground resistance. An object of the present invention is to provide a method of burying a ground rod which can obtain an effect.

【0009】[0009]

【課題を解決するための手段】上記の目的を達成するた
めに、本発明の請求項1に記載のアース棒のトップポイ
ント部材(1)は、アース棒(4)の先端部分に取付け
られる硬質な部材であって、先端部(1a)が、アース
棒(4)を地中に容易に打ち込むべく鋭利に設定され、
後端部(1b)が、打ち込み後、アース棒(4)と大地
(10)との間に低減剤(5)を注入するに十分な空間
(3)を形成すべく、アース棒(4)の径より太径に設
定されたことを特徴とする。
In order to achieve the above object, a top point member (1) of an earth rod according to the present invention has a rigid structure attached to a tip portion of the earth rod (4). And the tip (1a) is sharply set to easily drive the earth rod (4) into the ground,
The rear end (1b) is provided with a ground rod (4) so as to form a space (3) between the ground rod (4) and the ground (10) sufficient to inject the reducing agent (5) after driving. The diameter is set to be larger than the diameter of.

【0010】また、請求項2に記載のアース棒のトップ
ポイント部材(1)は、請求項1に記載の発明におい
て、その後端部(1b)を円柱状とすると共に、先端部
(1a)を後端部(1b)から平滑に連続する円錐状と
したことを特徴とする。
According to a second aspect of the present invention, the top point member (1) of the earth rod according to the first aspect has a rear end (1b) having a columnar shape and a front end (1a). It is characterized in that it has a conical shape that continues smoothly from the rear end (1b).

【0011】さらに、請求項3に記載のアース棒のトッ
プポイント部材(1)は、請求項2に記載の発明におい
て、円錐状先端部(1a)の外周面に螺旋を形成してな
ることを特徴とする。
Further, the top point member (1) of the earth rod according to the third aspect is the invention according to the second aspect, wherein a spiral is formed on the outer peripheral surface of the conical tip (1a). Features.

【0012】本発明の請求項4に記載のアース棒の埋設
方法は、アース棒(4)の先端部分に、先端部(1a)
が鋭利で後端部(1b)がアース棒(4)の径より太径
の硬質なトップポイント部材(1)を取付けた後、低減
剤(5)が注入された掘削穴(7)の底から地中に打ち
込むことによってアース棒(4)と大地(10)との間
に、トップポイント部材(1)の後端部(1b)の径と
アース棒(4)の径との差に相当する幅を有する空間
(3)を形成し、その空間(3)に低減剤(5)を導入
することを特徴とする。
According to a fourth aspect of the present invention, there is provided a method of embedding an earth rod, wherein the tip (1a) is provided at the tip of the earth rod (4).
The bottom of the excavation hole (7) into which the reducing agent (5) is injected after attaching a hard top point member (1) having a sharper and a rear end (1b) having a diameter larger than the diameter of the earth rod (4) is attached. Between the earth rod (4) and the earth (10) by driving into the ground, and corresponds to the difference between the diameter of the rear end (1b) of the top point member (1) and the diameter of the earth rod (4). The method is characterized in that a space (3) having a width to be formed is formed, and a reducing agent (5) is introduced into the space (3).

【0013】本発明の請求項5に記載のアース棒の埋設
方法は、アース棒(4)の先端部分に、先端部(1a)
が鋭利で後端部(1b)がアース棒(4)の径より太径
の硬質なトップポイント部材(1)を取付けた後、地中
に打ち込むことによってアース棒(4)と大地(10)
との間に、トップポイント部材(1)の後端部(1b)
の径とアース棒(4)の径との差に相当する幅を有する
空間(3)を形成し、その空間(3)に低減剤(5)を
注入することを特徴とする。なお、カッコ内の記号は、
図面および後述する発明の実施の形態に記載された対応
要素または対応事項を示す。
According to a fifth aspect of the present invention, there is provided a method of embedding an earth rod, wherein the tip (1a) is provided at the tip of the earth rod (4).
Is sharp and the rear end (1b) is attached to a hard top point member (1) having a diameter larger than the diameter of the earth rod (4).
And the rear end portion (1b) of the top point member (1)
A space (3) having a width corresponding to the difference between the diameter of the ground rod (4) and the diameter of the earth rod (4) is formed, and the reducing agent (5) is injected into the space (3). The symbol in parentheses is
The corresponding elements or matters described in the drawings and the embodiments of the invention described later are shown.

【0014】本発明の請求項1に記載のアース棒のトッ
プポイント部材によれば、まず、その先端部が鋭利に設
定されているので、当該トップポイント部材を先端部分
に取付けたアース棒は、地中に打ち込まれると、小さな
抵抗でその地中に侵入する。そして、このトップポイン
ト部材の後端部の径はアース棒の径より太径に設定され
ているので、アース棒が地中に打ち込まれた際に、トッ
プポイント部材の後端部によって形成された埋設穴とそ
れより小径のアース棒との間には空間が形成される。従
って、その空間に低減剤を導入又は注入することによっ
てアース棒の全体外周面が低減剤によって覆われ、優れ
た低減効果が発揮される。なお、このトップポイント部
材は硬質であるので、アース棒を打ち込む際に破壊する
ことはない。
According to the top point member of the earth rod according to the first aspect of the present invention, first, since the tip is set to be sharp, the earth rod having the top point member attached to the tip is When driven into the ground, it penetrates the ground with low resistance. And since the diameter of the rear end of this top point member is set to be larger than the diameter of the earth rod, when the earth rod is driven into the ground, it is formed by the rear end of the top point member. A space is formed between the buried hole and the earth rod having a smaller diameter. Therefore, by introducing or injecting the reducing agent into the space, the entire outer peripheral surface of the earth rod is covered with the reducing agent, and an excellent reduction effect is exhibited. Since this top point member is hard, it does not break when the ground bar is driven.

【0015】また、請求項2に記載の発明によれば、請
求項1に記載の発明の作用効果に加えて、後端部を円柱
状とすると共に、先端部を後端部から平滑に連続する円
錐状としているので、その全体の外周面が凹凸のない円
滑面となる。従って、アース棒と共に地中に打ち込まれ
た際に、大地との接触抵抗が小さく、容易に地中に侵入
すると共に、低減剤を注入するための空間が簡単で安全
かつ容易に形成される。
According to the second aspect of the present invention, in addition to the functions and effects of the first aspect, the rear end is formed in a columnar shape, and the front end is smoothly continuous from the rear end. As a result, the entire outer peripheral surface becomes a smooth surface without irregularities. Therefore, when it is driven into the ground together with the earth rod, the contact resistance with the ground is small, and it easily penetrates into the ground, and a space for injecting the reducing agent is formed simply, safely and easily.

【0016】さらに、請求項3に記載の発明によれば、
請求項2に記載の発明の作用効果に加えて、円錐状先端
部の外周面に螺旋を形成したので、アース棒が地中に打
ち込まれる際に、大地との接触抵抗によって回転してそ
の接触抵抗を緩和する。従って、アース棒を、より地中
に侵入し易くしてすることができ、低減剤を導入又は注
入するための空間をさらに簡単、安全かつ安価に形成す
ることができる。
Further, according to the third aspect of the present invention,
In addition to the function and effect of the second aspect of the present invention, since the spiral is formed on the outer peripheral surface of the conical tip portion, when the ground rod is driven into the ground, it rotates due to the contact resistance with the ground and makes contact with the ground. Relax the resistance. Therefore, the earth rod can be made easier to penetrate into the ground, and a space for introducing or injecting the reducing agent can be formed more simply, safely and inexpensively.

【0017】本発明の請求項4に記載のアース棒の埋設
方法によれば、アース棒の先端部分に、先端部が鋭利で
後端部がアース棒の径よりやや太径の硬質なトップポイ
ント部材を取付けた後、低減剤が注入された掘削穴の底
から地中に打ち込むこととしている。従って、アース棒
は、鋭利な先端部によって容易に地中に侵入する。そし
て、地中に打ち込むことのみによって、アース棒より太
径の後端部のはたらきにより大地との間にその後端部の
径とアース棒の径との差に相当する幅を有する空間が形
成される。これによりその空間に低減剤が自然に導入さ
れるので、アース棒の全体外周面に低減剤を接触させる
ことができる。なお、本発明の請求項5に記載のアース
棒の埋設方法のように、トップポイント部材によって空
間を形成した後にその空間に低減剤を注入することによ
ってアース棒の全体外周面に低減剤を接触させるように
してもよい。
According to the method of embedding the earth rod according to the fourth aspect of the present invention, a hard top point having a sharp end and a slightly larger rear end than the diameter of the earth rod is provided at the tip of the earth rod. After the members are installed, they are driven into the ground from the bottom of the excavated hole into which the reducing agent has been injected. Therefore, the ground rod easily penetrates into the ground by the sharp tip. And, only by driving into the ground, a space having a width corresponding to the difference between the diameter of the rear end and the diameter of the ground rod is formed between the ground and the ground by the action of the rear end having a diameter larger than that of the ground rod. You. As a result, the reducing agent is naturally introduced into the space, so that the reducing agent can be brought into contact with the entire outer peripheral surface of the ground rod. In addition, as in the method of embedding the earth rod according to claim 5 of the present invention, after the space is formed by the top point member, the reducing agent is brought into contact with the entire outer peripheral surface of the earth rod by injecting the reducing agent into the space. You may make it do.

【0018】[0018]

【発明の実施の形態】図1乃至図3を参照して、本発明
の実施形態に係るアース棒のトップポイント部材1につ
いて説明する。図1は、トップポイント部材1がリード
線6を連結したアース棒4に取付けられ、地中に打ち込
まれた状態を示す部分断面図、図2は図1におけるアー
ス棒4の先端部分とトップポイント部材1との組付き状
態を示す拡大正面図、そして図3はトップポイント部材
1の拡大正面図である。従来例で示したものと同一部分
には、同一符合を付した。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A top point member 1 of an earth rod according to an embodiment of the present invention will be described with reference to FIGS. FIG. 1 is a partial cross-sectional view showing a state where the top point member 1 is attached to an earth rod 4 to which a lead wire 6 is connected and is driven into the ground. FIG. FIG. 3 is an enlarged front view showing an assembled state with the member 1, and FIG. 3 is an enlarged front view of the top point member 1. The same parts as those shown in the conventional example are denoted by the same reference numerals.

【0019】本発明の実施形態に係るアース棒のトップ
ポイント部材1は、鋼鉄製で、後端部1bと先端部1a
とで構成されている。後端部1bは、円柱形状でその径
L2はアース棒4の径の約2倍に設定されている。ま
た、この後端部1bには組付け孔2が穿設され、この組
付け孔2にアース棒4の先端部分を嵌入組付けしてい
る。なお、両者の組付けは、アース棒4の先端部分と後
端部1bの組付け孔2とに螺子を形成し、螺合によって
達成することもできる。
The top point member 1 of the earth rod according to the embodiment of the present invention is made of steel, and has a rear end 1b and a front end 1a.
It is composed of The rear end portion 1b has a cylindrical shape, and its diameter L2 is set to be approximately twice the diameter of the ground rod 4. An installation hole 2 is formed in the rear end portion 1b, and a front end portion of the ground rod 4 is fitted into the installation hole 2 and assembled. In addition, assembling of both can also be achieved by forming a screw in the front end portion of the ground rod 4 and the mounting hole 2 of the rear end portion 1b and screwing.

【0020】先端部1aは、円柱状の後端部1bから平
滑に連続する円錐形状で、その先端(下端)はきわめて
鋭利に設定されている。トップポイント部材1の径L2
と高さL1は、それが取付けられるアース棒4によって
異なるが、通常、径L2は直径20〜60mmで高さL
1は70〜150mm程度である。
The tip 1a has a conical shape that is smoothly continuous from the cylindrical rear end 1b, and the tip (lower end) is set to be extremely sharp. Diameter L2 of top point member 1
And the height L1 differ depending on the ground rod 4 to which it is attached, but usually the diameter L2 is 20 to 60 mm in diameter and the height L
1 is about 70 to 150 mm.

【0021】上記構成のトップポイント部材1をアース
棒4の先端部分に取付けて、あらかじめ形成した所定深
さL3の掘削穴7の底から地中に一定深さL5打ち込む
と、鋭利な先端部1aのはたらきによってアース棒4は
きわめて円滑に地中に侵入する。なお、形成された掘削
穴7には低減剤5がトップポイント部材1が打ち込まれ
る前に注入されている。そして、アース棒4の径より太
径の後端部1bのはたらきによってアース棒4と大地1
0との間にはトップポイント部材1の後端部1bの径と
アース棒4の径との差に相当する幅を有する空間3が、
きわめて容易に形成され、その空間3に自然に掘削穴7
内の低減剤5が導入される。
When the top point member 1 having the above structure is attached to the tip of the earth rod 4 and is driven into the ground at a predetermined depth L5 from the bottom of the drilling hole 7 having a predetermined depth L3, a sharp tip 1a is formed. The earth rod 4 penetrates into the ground very smoothly by the action. The reducing agent 5 is injected into the formed excavation hole 7 before the top point member 1 is driven. Then, the rear end 1b having a diameter larger than the diameter of the ground rod 4 acts on the ground rod 4 and the ground 1.
0, a space 3 having a width corresponding to the difference between the diameter of the rear end portion 1b of the top point member 1 and the diameter of the earth rod 4
It is formed very easily, and the space 3 naturally has
Is introduced.

【0022】すなわち、アース棒4の先端部分にトップ
ポイント部材1を取付けて地中に打ち込むだけで、当該
アース棒4の全体外周面と大地10との間には低減剤5
を導入するに必要な空間3が簡単、安全かつ低コストで
形成される。よって、この形成された空間3に低減剤5
が導入されると、低減剤5がアース棒4の全体外周面に
確実に接触することになる。その結果、高い低減効果を
得ることができる。
That is, by simply attaching the top point member 1 to the tip of the earth rod 4 and driving it into the ground, the reducing agent 5 is placed between the entire outer peripheral surface of the earth rod 4 and the ground 10.
The space 3 required for introducing the slab is formed simply, safely and at low cost. Therefore, the reducing agent 5 is formed in the space 3 thus formed.
Is introduced, the reducing agent 5 reliably contacts the entire outer peripheral surface of the ground rod 4. As a result, a high reduction effect can be obtained.

【0023】このようにしてアース棒4と大地10との
間に低減剤5を導入した場合、一極当りの平均的電気抵
抗は48オームであった。これは、低減剤を使用しない
場合の95オーム、および従来方法によって低減剤を注
入した場合の72オームと比較して、顕著な低減効果が
あることを示すものである。なお、本実施形態のように
形成された掘削穴7に前もって低減剤5を注入しておく
のではなく、トップポイント部材1によって空間3を形
成した後にその空間3に低減剤5を注入することによっ
てアース棒4の全体外周面に低減剤5を接触させるよう
にしてもよい。
When the reducing agent 5 was introduced between the earth rod 4 and the earth 10 in this way, the average electric resistance per pole was 48 ohms. This shows that there is a remarkable reduction effect as compared with 95 ohms when the reducing agent is not used and 72 ohms when the reducing agent is injected by the conventional method. In addition, instead of injecting the reducing agent 5 in advance into the excavation hole 7 formed as in this embodiment, the reducing agent 5 is injected into the space 3 after the space 3 is formed by the top point member 1. Thus, the reducing agent 5 may be brought into contact with the entire outer peripheral surface of the earth rod 4.

【0024】なお、図4に示すように、円錐状の先端部
1aに螺旋を形成すると、アース棒4を打ち込んだ際
に、螺旋と大地10との接触抵抗によってトップポイン
ト部材1が回転し、その接触抵抗を弱める。従って、ア
ース棒4は小さな抵抗でより円滑に地中に侵入し、空間
3もより簡単に形成される。
As shown in FIG. 4, if a spiral is formed in the conical tip 1a, when the earth rod 4 is driven, the top point member 1 rotates due to the contact resistance between the spiral and the ground 10, Weakens its contact resistance. Therefore, the earth rod 4 penetrates smoothly into the ground with a small resistance, and the space 3 is formed more easily.

【0025】また、本実施形態において、後端部1bは
円柱形状で、先端部1aはそれから連続する円錐形状と
しているが、本発明はこうした形状に限定されない。例
えば、後端部1bと先端部1aの形状の組合わせを円柱
と多角垂、多角柱と多角柱、多角柱と円柱、あるいはそ
れらに類似する形状とすることもできる。また、後端部
1bと先端部1aとで平滑に一体的に連続する縦断面形
状が三角形の円錐または多角垂とすることもできる。さ
らに、円錐状先端部1aの外周面に螺旋を形成する他、
波状としたり、縦方向に切れ目を形成することによって
もアース棒4を打ち込み易くすることができる。
In the present embodiment, the rear end portion 1b has a cylindrical shape, and the front end portion 1a has a conical shape continuous therefrom. However, the present invention is not limited to such a shape. For example, the combination of the shapes of the rear end portion 1b and the front end portion 1a may be a column and a polygon, a polygon and a polygon, a polygon and a column, or a shape similar thereto. Further, the rear end portion 1b and the front end portion 1a may have a triangular cone or polygonal vertical cross-sectional shape that is smoothly and integrally continuous. Furthermore, in addition to forming a spiral on the outer peripheral surface of the conical tip 1a,
It is also possible to make it easier to drive the ground rod 4 by making it wavy or forming a cut in the vertical direction.

【0026】また、トップポイント部材1の成形材料は
鋼鉄に限定されず、地中に打ち込まれる際に破壊しない
剛性を有する材料であれば良い。従って、高強度を有す
る鋳鉄でも良い。
The molding material of the top point member 1 is not limited to steel, but may be any material having a rigidity that does not break when it is driven into the ground. Therefore, cast iron having high strength may be used.

【0027】なお、このトップポイント部材1は、複数
のアース棒(連結棒)4を連結して地中に打ち込む場合
には、その最先端のアース棒4の先端部分に取付ける。
これによって、連結された複数のアース棒を地中深くに
簡単、安全かつ低コストで打ち込んで空間3を形成する
ことができる。
When a plurality of grounding rods (connecting rods) 4 are connected and driven into the ground, the top point member 1 is attached to the tip of the most advanced grounding rod 4.
Thereby, the space 3 can be formed by driving the plurality of connected earth rods deep underground simply, safely and at low cost.

【0028】[0028]

【発明の効果】以上のとおり、本発明の請求項1に記載
のアース棒のトップポイント部材によれば、鋭利な先端
部によって、アース棒を小さな抵抗で容易に地中に打ち
込むことができる。そして、アース棒の径より太径の後
端部によって、アース棒を地中に打ち込むだけでアース
棒と大地との間に、低減剤を導入又は注入するに必要な
空間を形成することができる。従って、安全で簡単かつ
低コストでアース棒の全体外周面に低減剤を接触させる
ことができ、低減効果を大幅に向上させることができ
る。
As described above, according to the top point member of the earth rod according to the first aspect of the present invention, the earth rod can be easily driven into the ground with a small resistance by the sharp tip. And, by the rear end portion having a larger diameter than the diameter of the earth rod, a space necessary for introducing or injecting the reducing agent can be formed between the earth rod and the earth simply by driving the earth rod into the ground. . Therefore, the reducing agent can be brought into contact with the entire outer peripheral surface of the earth rod at a safe, simple, and low cost, and the reducing effect can be greatly improved.

【0029】また、請求項2に記載の発明によれば、請
求項1に記載の発明の作用効果に加えて、後端部を円柱
状とすると共に、先端部を後端部から平滑に連続する円
錐状としているので、その全体の外周面を凹凸のない円
滑面とすることができる。従って、アース棒を、より小
さな抵抗でさらに容易かつ安全に地中に侵入させて低減
剤注入用の空間を形成することができる。
According to the second aspect of the invention, in addition to the functions and effects of the first aspect, the rear end is formed into a columnar shape, and the front end is smoothly connected to the rear end. Because of the conical shape, the entire outer peripheral surface can be a smooth surface without irregularities. Therefore, the earth rod can be more easily and safely penetrated into the ground with a smaller resistance to form a space for injecting the reducing agent.

【0030】さらに、請求項3に記載の発明によれば、
請求項2に記載の発明の作用効果に加えて、円錐状先端
部の外周面に螺旋を形成したので、アース棒が地中に打
ち込まれる際に回転し、アース棒をより地中に侵入し易
くする。従って、より簡単かつ安全にアース棒を地中に
埋設させて空間を形成することができる。
Further, according to the invention described in claim 3,
In addition to the functions and effects of the invention described in claim 2, since the spiral is formed on the outer peripheral surface of the conical tip portion, when the ground rod is driven into the ground, it rotates and the ground rod further penetrates into the ground. Make it easier. Therefore, a space can be formed more easily and safely by burying the earth rod in the ground.

【0031】また請求項4に記載の発明によれば、鋭利
な先端部のはたらきによってアース棒の地中への侵入を
容易とし、またアース棒より太径の後端部のはたらきに
よってアース棒と大地との間にその後端部の径とアース
棒の径との差に相当する幅を有する空間を形成する。こ
の空間に低減剤が自然に導入されるので、アース棒の全
体外周面に確実に低減剤を接触させることができる。従
って、低減効果の向上を図ることができる。なお、本発
明の請求項5に記載のアース棒の埋設方法のように、ト
ップポイント部材によって空間を形成した後にその空間
に低減剤を注入することによってアース棒の全体外周面
に低減剤を接触させるようにしても請求項4と同様の効
果が得られる。
According to the fourth aspect of the present invention, the grounding rod can be easily penetrated into the ground by the function of the sharp tip, and the grounding rod can be easily connected to the ground by the function of the rear end having a larger diameter than the grounding rod. A space having a width corresponding to the difference between the diameter of the rear end and the diameter of the earth rod is formed between the ground and the ground. Since the reducing agent is naturally introduced into this space, the reducing agent can be reliably brought into contact with the entire outer peripheral surface of the earth rod. Therefore, the reduction effect can be improved. In addition, as in the method of embedding the earth rod according to claim 5 of the present invention, after the space is formed by the top point member, the reducing agent is brought into contact with the entire outer peripheral surface of the earth rod by injecting the reducing agent into the space. The same effect as that of the fourth aspect can be obtained even if it is performed.

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

【図1】本発明の実施形態に係るアース棒のトップポイ
ント部材をアース棒に取付けて地中に埋設した状態を示
す部分断面図である。
FIG. 1 is a partial cross-sectional view showing a state in which a top point member of an earth rod according to an embodiment of the present invention is attached to the earth rod and buried underground.

【図2】図1におけるアース棒のトップポイント部材と
アース棒の先端部分との組付きを示す拡大正面図であ
る。
FIG. 2 is an enlarged front view showing assembling of a top point member of the ground rod and a tip end portion of the ground rod in FIG.

【図3】図1に示すアース棒のトップポイント部材を示
す拡大正面図である。
FIG. 3 is an enlarged front view showing a top point member of the ground rod shown in FIG.

【図4】本発明の他の実施形態に係るアース棒のトップ
ポイント部材を示す拡大正面図である。
FIG. 4 is an enlarged front view showing a top point member of a ground rod according to another embodiment of the present invention.

【図5】第一の従来例を示す部分断面図である。FIG. 5 is a partial sectional view showing a first conventional example.

【図6】第二の従来例を示す部分断面図である。FIG. 6 is a partial sectional view showing a second conventional example.

【図7】第三の従来例を示す部分断面図である。FIG. 7 is a partial sectional view showing a third conventional example.

【図8】第三の従来例を示す部分断面図である。FIG. 8 is a partial sectional view showing a third conventional example.

【符号の説明】 1 トップポイント部材 1a 先端部 1b 後端部 2 組付け孔 3 空間 4 アース棒 5 接地抵抗低減剤 6 リード線 7 掘削穴 8 ボーリング装置 9 ボーリング穴 10 大地 L1 トップポイント部材の長さ L2 トップポイント部材(後端部)の直径 L3 掘削穴の所定深さ L4 掘削穴の追加深さ L5 トップポイント部材が侵入する一定深さ[Description of Signs] 1 Top point member 1a Tip 1b Rear end 2 Assembly hole 3 Space 4 Ground rod 5 Ground resistance reducing agent 6 Lead wire 7 Drilling hole 8 Boring device 9 Boring hole 10 Ground L1 Length of top point member L2 Diameter of top point member (rear end) L3 Predetermined depth of drilling hole L4 Additional depth of drilling hole L5 Constant depth of penetration of top point member

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】アース棒の先端部分に取付けられる硬質な
部材であって、先端部が、前記アース棒を地中に容易に
打ち込むべく鋭利に設定され、後端部が、打ち込み後、
前記アース棒と大地との間に接地抵抗低減剤を導入又は
注入するに十分な空間を形成すべく、前記アース棒の径
より太径に設定されたことを特徴とするアース棒のトッ
プポイント部材。
1. A hard member attached to a tip portion of an earth rod, wherein the tip portion is set sharp so as to easily drive the earth rod into the ground, and the rear end portion is formed after driving.
A top point member for the earth rod, wherein the diameter is set to be larger than the diameter of the earth rod so as to form a space between the earth rod and the ground sufficient to introduce or inject the grounding resistance reducing agent. .
【請求項2】前記後端部を円柱状とすると共に、前記先
端部を後端部から平滑に連続する円錐状としたことを特
徴とする請求項1に記載のアース棒のトップポイント部
材。
2. A top point member for an earth rod according to claim 1, wherein said rear end portion has a cylindrical shape, and said front end portion has a conical shape which is smoothly continuous from said rear end portion.
【請求項3】前記円錐状先端部の外周面に螺旋を形成し
てなることを特徴とする請求項2に記載のアース棒のト
ップポイント部材。
3. A top point member for an earth rod according to claim 2, wherein a spiral is formed on an outer peripheral surface of said conical tip portion.
【請求項4】アース棒の先端部分に、先端部が鋭利で後
端部が前記アース棒の径より太径の硬質なトップポイン
ト部材を取付けた後、接地抵抗低減剤が注入された掘削
穴の底から地中に打ち込むことによって前記アース棒と
大地との間に、前記トップポイント部材の後端部の径と
アース棒の径との差に相当する幅を有する空間を形成
し、該空間に接地抵抗低減剤を導入することを特徴とす
るアース棒の埋設方法。
4. A drilling hole into which a grounding resistance reducing agent is injected after a hard top point member having a sharp tip and a rear end larger in diameter than the earth rod is attached to the tip of the earth rod. A space having a width corresponding to the difference between the diameter of the rear end of the top point member and the diameter of the ground rod is formed between the ground rod and the ground by driving the ground into the ground from the bottom of the ground. A method for burying a ground rod, wherein a grounding resistance reducing agent is introduced into the ground rod.
【請求項5】アース棒の先端部分に、先端部が鋭利で後
端部が前記アース棒の径より太径の硬質なトップポイン
ト部材を取付けた後、地中に打ち込むことによって前記
アース棒と大地との間に、前記トップポイント部材の後
端部の径とアース棒の径との差に相当する幅を有する空
間を形成し、該空間に接地抵抗低減剤を注入することを
特徴とするアース棒の埋設方法。
5. A hard top point member having a sharp tip and a rear end having a diameter larger than the diameter of the earth rod is attached to the tip of the earth rod. A space having a width corresponding to the difference between the diameter of the rear end of the top point member and the diameter of the ground rod is formed between the ground and the ground, and a ground resistance reducing agent is injected into the space. How to bury the ground rod.
JP10362463A 1998-12-21 1998-12-21 Top point member of ground rod, and burying method for ground rod Pending JP2000188138A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10362463A JP2000188138A (en) 1998-12-21 1998-12-21 Top point member of ground rod, and burying method for ground rod

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10362463A JP2000188138A (en) 1998-12-21 1998-12-21 Top point member of ground rod, and burying method for ground rod

Publications (1)

Publication Number Publication Date
JP2000188138A true JP2000188138A (en) 2000-07-04

Family

ID=18476920

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10362463A Pending JP2000188138A (en) 1998-12-21 1998-12-21 Top point member of ground rod, and burying method for ground rod

Country Status (1)

Country Link
JP (1) JP2000188138A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112652896A (en) * 2020-12-28 2021-04-13 国网河南省电力公司经济技术研究院 Electric power and communication sharing iron tower complete set current-limiting grounding device
KR20210148576A (en) * 2020-06-01 2021-12-08 이수규 Construction Method of Ground Resistance Reduction Agent Using Ground Resistance Reducing Agent Injection Tool

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20210148576A (en) * 2020-06-01 2021-12-08 이수규 Construction Method of Ground Resistance Reduction Agent Using Ground Resistance Reducing Agent Injection Tool
KR102389464B1 (en) * 2020-06-01 2022-04-21 이수규 Construction Method of Ground Resistance Reduction Agent Using Ground Resistance Reducing Agent Injection Tool
CN112652896A (en) * 2020-12-28 2021-04-13 国网河南省电力公司经济技术研究院 Electric power and communication sharing iron tower complete set current-limiting grounding device
CN112652896B (en) * 2020-12-28 2022-07-05 国网河南省电力公司经济技术研究院 Electric power and communication sharing iron tower complete set current-limiting grounding device

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