JP2010095983A - Method for burying pipe lot member in hard ground or the like - Google Patents

Method for burying pipe lot member in hard ground or the like Download PDF

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Publication number
JP2010095983A
JP2010095983A JP2008289257A JP2008289257A JP2010095983A JP 2010095983 A JP2010095983 A JP 2010095983A JP 2008289257 A JP2008289257 A JP 2008289257A JP 2008289257 A JP2008289257 A JP 2008289257A JP 2010095983 A JP2010095983 A JP 2010095983A
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Prior art keywords
pipe
lot member
grounding
pipe lot
boring
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JP2008289257A
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Japanese (ja)
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Mitsunori Nakanishi
満徳 中西
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Abstract

<P>PROBLEM TO BE SOLVED: To solve the problems in grounding work in the hard ground wherein driving is impossible and grounding depth cannot be taken, and although a hand rock drill is conventionally used to carry out boring for construction, there is a limit in the length of a tapered lot to be bored and there is a restriction in the grounding depth, and the grounding work using a boring device is large-scaled and requires time and cost. <P>SOLUTION: A pipe lot member used as a grounding electrode itself without needing to be pulled out is fitted into a boring bit mounted with a fixing tool, to construct with a tapered lot member for driving rotation. Construction depth of two to three times of construction by boring with the conventional hand rock drill can be obtained, and the time and labor for inserting the grounding electrode after the pulling out are eliminated, and a material cost of the inserted grounding electrode is not required, resulting in a sharp cost reduction including labor cost. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

本発明は、接地工事用の部材及び接地極の埋設方法に関するものである。  The present invention relates to a member for grounding work and a method for burying a grounding electrode.

従来、硬質な地盤における一般的な接地極の埋設方法は、空圧用のハンド削岩機で、最初太さ44mmの削孔用ビットを取り付けた長さ1500mmのテ−パロッドで削孔し、次に太さ40mmの削孔用ビットを取り付けた長さ2500mmのテ−パロッドで削孔、次に太さ36mmの削孔用ビットを取り付けた長さ3500mmのテ−パロッドで削孔し、最終的に太さ32mmの削孔用ビットを取り付けた長さ4500mmのテ−パロッドで削孔、そして図1に示すようにテ−パロッドを引き抜いて空洞となった穴に、接地抵抗低減剤と接地極となる太さ10mm長さ1500mの連結式接地棒を3本繋いで挿入し、規定値が取得できるまで2〜3m間隔で施工する方法がとられている。また、施工場所が限られて一箇所で削孔深度を必要とする場合も、ロッドを引き抜いて接地抵抗低減剤と接地極を挿入するボーリング装置を用いた、大規模な施工方法がとられている。  Conventionally, a general ground electrode embedding method in hard ground is a pneumatic hand rock drill, first drilled with a 1500 mm long taper rod with a 44 mm thick drill bit, and then Drill a hole with a 2500 mm long taper rod with a 40 mm thick drilling bit and then drill with a 3500 mm long taper rod with a 36 mm thick drilling bit. Drill a hole with a 4500 mm long taper rod attached with a 32 mm thick drilling bit, and pull out the taper rod as shown in FIG. A method is adopted in which three connected grounding rods having a thickness of 10 mm and a length of 1500 m are inserted and connected at intervals of 2 to 3 m until a prescribed value can be obtained. In addition, even when the construction site is limited and drilling depth is required at one place, a large-scale construction method using a boring device that pulls out the rod and inserts the ground resistance reducing agent and the grounding electrode is taken. Yes.

従来の技術及び機材を使用した施工方法では、前記のように削孔用ビットの太さを変えて施工しても、引き抜ける削孔深度に限界があったり、抜き差しする作業に時間が掛かるため労務の負担につながり、大幅にコストがかかったりしていたのが現状である。この発明は、接地のために地中に埋設される接地極を、請求項1.2におけるパイプロット部材とすることで引き抜く必要をなくし作業時間の短縮が図れる。また、パイプロット部材を継ぎ足すだけで簡単に作業ができて削孔深度も深く取れるので、大規模なボーリング装置を使用した施工方法をとらなくてすみ、安全性向上と、大幅なコストの削減が可能となる技術及び機材を提供することを課題とする。  In the construction method using conventional technology and equipment, even if the thickness of the drilling bit is changed as described above, there is a limit to the drilling depth that can be pulled out, and it takes time to insert and remove it. The current situation is that it was costly and costly. According to the present invention, since the ground electrode buried in the ground for grounding is a pipe lot member according to claim 1.2, it is not necessary to pull out and the working time can be shortened. In addition, it is easy to work simply by adding pipe lot members, and the drilling depth can be deepened, so there is no need to use a construction method that uses a large-scale boring device, improving safety and significantly reducing costs. It is an issue to provide technology and equipment that can be used.

上記課題を解決する為に、本発明の請求項1に記載の、必要に応じ2本以上互いに上下端を連結できるパイプロット部材を使用することで、従来の様に削孔用ロッドを引き抜き、付け替えながら削孔する必要が無く作業性が向上する。  In order to solve the above-mentioned problem, by using a pipe lot member that can connect two or more upper and lower ends to each other as necessary according to claim 1 of the present invention, the rod for hole drilling is pulled out as in the past, Workability is improved because there is no need to drill holes while replacing.

また、請求項2に記載のパイプロット部材にクロムフリーの高耐食メッキ鋼板をパイプに加工して使用する事で、従来の亜鉛めっき鋼材のように六価クロムで土壌汚染を起こすこともないし、耐食性にも優れているため長期間接地抵抗の維持が可能となる。  In addition, by using the pipe lot member according to claim 2 made of a chromium-free high corrosion-resistant plated steel plate into a pipe, there is no possibility of causing soil contamination with hexavalent chromium like conventional galvanized steel materials, Since it has excellent corrosion resistance, it is possible to maintain the ground resistance for a long time.

さらに、パイプに加工して使用することで、パイプ内に接地極として安価な裸銅線を挿入できるし、接地抵抗低減剤を地上より注入して削孔用ビット先端より地中へ流出させることができるため、大幅な接地抵抗の低減が図れる。  Furthermore, by processing and using the pipe, an inexpensive bare copper wire can be inserted into the pipe as a grounding electrode, and a grounding resistance reducing agent can be injected from the ground and allowed to flow out from the tip of the drilling bit into the ground. Therefore, the ground resistance can be greatly reduced.

本発明の請求項4記載の固定冶具を取り付けた削孔用ビットに、自らも接地極となり引き抜く必要のない請求項1,2のパイプロット部材を嵌入して、請求項3の打設回転用のテーパロット部材で施工すると、従来引き抜いた後で接地極を挿入するといった手間が省け、挿入する接地極の材料費もかからないため、大幅に労務費とコストの削減につながる。  The pipe bit member according to claims 1 and 2, which itself does not need to be pulled out as a grounding electrode, is inserted into the drilling bit to which the fixing jig according to claim 4 of the present invention is attached, If the construction is made with a taper lot member, the labor of inserting the grounding electrode after being pulled out can be saved, and the material cost of the grounding electrode to be inserted is not required. Therefore, labor costs and costs are greatly reduced.

図2を参照して本発明の実施形態に係るパイプロット部材2、及び削孔用ビットの固定治具3について説明する。図2は固定治具3を取り付けた削孔用ビットに、パイプロット部材2が嵌入されパイプ内に裸銅線5が挿入された状態を示す断面図、図4は打設回転用のテーパロット部材1とパイプロット部材2との、組み付き前状態を示す拡大断面図である。図5は打設回転用のテーパロット部材1とパイプロット部材2との、組み付き状態を示す拡大図である。  A pipe lot member 2 and a drilling bit fixing jig 3 according to an embodiment of the present invention will be described with reference to FIG. FIG. 2 is a cross-sectional view showing a state where the pipe lot member 2 is inserted into the drilling bit to which the fixing jig 3 is attached and the bare copper wire 5 is inserted into the pipe, and FIG. 4 is a taper lot member for driving rotation. It is an expanded sectional view which shows the state before an assembly | attachment of 1 and a pipe lot member 2. FIG. FIG. 5 is an enlarged view showing the assembled state of the taper lot member 1 and the pipe lot member 2 for placement rotation.

図4による本発明の実施形態に係る打設回転用のテーパロット部材1は、鋼鉄製で後端部1aと先端部1bで構成されている。後端部1aは市販のハンド削岩機で使用でき、先端部1bはパイプロット部材2の後端部2aに容易に挿入できるようにテーパ状に設定され、作業中の打設・回転による滑りを防止できるように多角形に加工されている。  The taper lot member 1 for casting rotation according to the embodiment of the present invention shown in FIG. 4 is made of steel and includes a rear end portion 1a and a front end portion 1b. The rear end portion 1a can be used with a commercially available hand rock drill, and the front end portion 1b is tapered so that it can be easily inserted into the rear end portion 2a of the pipe lot member 2. It is processed into a polygon so that it can be prevented.

図4による本発明の実施形態に係るパイプロット部材2は、クロムフリーの高耐食メッキ鋼板をパイプに加工し、必要に応じ2本以上互いに上下端を連結できるように、先端部2bがスウェッジ加工で構成されていて簡単に継ぎ足すことができ、耐食性にも優れているため長期間接地抵抗の維持が可能となる。  The pipe lot member 2 according to the embodiment of the present invention shown in FIG. 4 is formed by processing a chromium-free high corrosion-resistant plated steel plate into a pipe, and the tip portion 2b is swedged so that two or more upper and lower ends can be connected to each other as needed. It can be easily added, and since it has excellent corrosion resistance, the ground resistance can be maintained for a long time.

また、パイプロット部材2は機械の上げ下ろしよる作業の効率を考えて、全長を1000mmとし、勘合組み付きがむらなく起こるように太さ23mm、厚み3.2mm、スウェッジ加工部は長さ130mm程度としてある。  Also, considering the efficiency of the work of raising and lowering the machine, the pipe lot member 2 has a total length of 1000 mm, a thickness of 23 mm, a thickness of 3.2 mm, and a swage processed portion of about 130 mm so that the mating assembly is not uneven. .

図3による本発明の実施形態に係る削孔用ビットの固定冶具は鉄製で、削孔用ビット内のテーパ部と角度をあわせ、パイプロット部材2スウェッジ加工部のすべりを防止している。  The fixing tool for the drill bit according to the embodiment of the present invention shown in FIG. 3 is made of iron, and is aligned with the taper portion in the drill bit to prevent slippage of the pipe lot member 2 wedged portion.

ハンド削岩機をボーリング装置を使用した従来の施工方法  Conventional construction method using a boring machine with a hand rock drill 本発明のパイプロット部材と固定冶具を使用した接地工法の断面図  Sectional view of grounding method using pipe lot member and fixing jig of the present invention 本発明の固定冶具と削孔用ビットの拡大断面図  Expanded sectional view of the fixing jig and drilling bit of the present invention 本発明のテーパロット部材とパイプロット部材の拡大断面図  Enlarged sectional view of tapered lot member and pipe lot member of the present invention テーパロット部材とパイプロット部材の組み付き拡大図  Enlarged view of tapered lot member and pipe lot member

符号の説明Explanation of symbols

1 テーパロット部材
1a テーパロット部材後端部
1b テーパロット部材先端部
2 パイプロット部材
2a パイプロット部材後端部
2b パイプロット部材先端部
3 削孔用ビット用固定冶具
4 削孔用ビット
5 裸銅線
6 接地抵抗低減材
7 掘削穴
8 大地
9 連結式接地棒
10 リード端子
DESCRIPTION OF SYMBOLS 1 Taper lot member 1a Taper lot member rear end part 1b Taper lot member front end part 2 Pipe lot member 2a Pipe lot member rear end part 2b Pipe lot member front end part 3 Fixing tool for drilling bits 4 Drilling bit 5 Bare copper wire 6 Grounding Resistance reducing material 7 Drilling hole 8 Ground 9 Connected ground rod 10 Lead terminal

Claims (5)

接地極として安価な裸銅線と、接地抵抗低減剤を地中深く埋設するための硬質で強度な中空の金属管であって、必要に応じ2本以上互いに上下端を連結できるように、先端部がスウェッジ加工され、接地極にもなることを特徴とするパイプロット部材。  An inexpensive bare copper wire as a grounding electrode and a hard, strong, hollow metal tube for embedding a grounding resistance reducing agent deep in the ground. A pipe lot member characterized in that the portion is swaged and becomes a ground electrode. 前記パイプロット部材に、クロムフリーの高耐食メッキ鋼板をパイプに加工して使用することを特徴とする、請求項1に記載のパイプロット部材。  2. The pipe lot member according to claim 1, wherein a chromium-free highly corrosion-resistant plated steel plate is processed into a pipe and used for the pipe lot member. パイプロット部材を打設、回転させる部分を楕円もしくは、四角、多角形に加工し、回転運動の滑りが防止できることを特徴とする打設回転用テーパロッド部材。  A taper rod member for driving rotation, characterized in that a portion where the pipe lot member is driven and rotated is processed into an ellipse, a square, or a polygon, and slippage of the rotary motion can be prevented. パイプロット部材の先端部分に取り付ける削岩用の削孔用ビットを容易に装着でき、回転運動による滑りが防止できるパイプロット部材と削孔用ビットの固定冶具。  A fixing jig for a pipe lot member and a drill bit that can be easily mounted with a drill bit for rock drilling attached to a tip portion of a pipe lot member and can prevent slippage due to rotational movement. 前記パイプロット部材を使用すると引き抜く必要がない為に、人が保持可能な削岩機にて、従来の削孔深度より深く施工が出来ることを特徴とする施工方法。  Since the pipe lot member does not need to be pulled out, the construction method can be constructed deeper than a conventional drilling depth by a rock drill capable of being held by a person.
JP2008289257A 2008-10-14 2008-10-14 Method for burying pipe lot member in hard ground or the like Pending JP2010095983A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105239930A (en) * 2015-10-13 2016-01-13 成都聚智工业设计有限公司 Protective petroleum drill rod
CN110311343A (en) * 2019-07-30 2019-10-08 四川国统混凝土制品有限公司 A kind of prefabricated steel cylinder concrete circular electric power piping lane with tube socket

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105239930A (en) * 2015-10-13 2016-01-13 成都聚智工业设计有限公司 Protective petroleum drill rod
CN110311343A (en) * 2019-07-30 2019-10-08 四川国统混凝土制品有限公司 A kind of prefabricated steel cylinder concrete circular electric power piping lane with tube socket

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