JPH0256432B2 - - Google Patents
Info
- Publication number
- JPH0256432B2 JPH0256432B2 JP61114268A JP11426886A JPH0256432B2 JP H0256432 B2 JPH0256432 B2 JP H0256432B2 JP 61114268 A JP61114268 A JP 61114268A JP 11426886 A JP11426886 A JP 11426886A JP H0256432 B2 JPH0256432 B2 JP H0256432B2
- Authority
- JP
- Japan
- Prior art keywords
- electrode
- auger
- hole
- soil
- present
- 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.)
- Expired - Lifetime
Links
Landscapes
- Prevention Of Electric Corrosion (AREA)
Description
【発明の詳細な説明】
「産業上の利用分野」
この発明は外部電源装置の難溶性通電用電極に
関する。DETAILED DESCRIPTION OF THE INVENTION "Field of Industrial Application" This invention relates to a poorly soluble current-carrying electrode for an external power supply device.
「従来の技術」
外部電源装置の難溶性通電用電極の設置は地表
面より竪穴を掘りその穴内に難溶性通電用電極を
リード線を介して吊り下げ、その後バツクフイル
を充填て穴を埋め戻して電極の設置は完了する。
例えば、手掘りによる手段について説明すると、
第3a〜f図に示す如く、先ず作業者1により位
置決めの予掘り2をし(a図)、ハンドオーガー
3で所定深度にまで掘り進む(b図,c図,d
図)穴壁の崩れ発生4等の落土を引き上げて残土
5として穴を整えてから(e図)、リード線6を
介して電極7を所定レベルに吊り下げ、バツクフ
イル8の充填を行なう(f図)。しかし、この手
段は、まず竪穴を通電用電極の設置する所定の深
さまで掘らなければならないが、地質や地下水の
有無等によつて掘削穴の崩壊により電極の設置、
バツクフイルの充填が不可能になる場合が多い。
この崩壊防止対策として現在では鋼製ケーシング
を捍入することも行なわれるが、そのためオーガ
ー車又はボーリング機械を使用することとなるも
のであつて、又、小規模外電装置(電流容量1A
〜2A程度)に使用する電極に於ける数m程度の
浅い穴を掘る場合においても第4図に示す如くボ
ーリング機械を搭載したオーガー車9等を使用し
崩壊のおそれのない大口径の穴10を掘り電極7
の設置を行つているのが実情である。``Conventional technology'' To install a poorly soluble current-carrying electrode in an external power supply device, a vertical hole is dug from the ground surface, and the poorly soluble current-carrying electrode is suspended in the hole via a lead wire, and then the hole is backfilled with backfill. Electrode installation is complete.
For example, when explaining the method of digging by hand,
As shown in Figures 3a to 3f, first, the worker 1 performs preliminary digging 2 for positioning (Figure a), and then excavates to a predetermined depth with the hand auger 3 (Figures b, c, and d).
Figure) After the hole wall collapses, the fallen earth such as 4 is pulled up and the hole is prepared as residual soil 5 (Figure e), the electrode 7 is suspended at a predetermined level via the lead wire 6, and the back fill 8 is filled ( f figure). However, with this method, a pit must first be dug to a predetermined depth where the current-carrying electrode will be installed;
It is often impossible to fill the back file.
Currently, a steel casing is inserted as a measure to prevent this collapse, but this requires the use of an auger truck or a boring machine, and small-scale external power equipment (current capacity 1A
Even when digging a shallow hole of several meters for the electrode used in the electrodes (approximately 2A), an auger truck 9 equipped with a boring machine as shown in Fig. 4 is used to make a large diameter hole 10 without the risk of collapse. Dig the electrode 7
The reality is that we are currently installing
「発明が解決しようとする問題点」
しかるに、叙上の手段では、ボーリング工事を
行うための環境および用地等に制約を受け最近で
はオーガー車を持ち込んで施工可能な場所がほと
んどなく狭い区域の管路の防食に苦慮している。
よつて現在では、ほとんど採用が出来なくなつて
いる。``Problems to be Solved by the Invention'' However, the above-mentioned methods are limited by the environment and site for boring work, and recently there are few places where auger trucks can be brought in to carry out construction, and it is difficult to carry out boring work in narrow areas. We are struggling with road corrosion protection.
As a result, it is now almost impossible to hire them.
「問題点を解決するための手段」,「作用」
本発明は叙上の事情に鑑みなされたもので、そ
の要旨とするところは、土壌中に留置される組み
付き構成のスパイラル付き管形ハンドオーガー
を、電極内蔵管として当該管内に難溶性電極を埋
設しつつバツクフイルを充填するとして環境およ
び用地等の制約を何んら受けることなく、掘削孔
の崩壊に意をはらうこともなく、単なる掘進作業
のみにて電極を設置し得るとした点にある。``Means for Solving the Problems'' and ``Operations'' The present invention has been made in view of the above circumstances, and its gist is to provide a spiral-equipped tubular hand auger with a built-in structure that is placed in the soil. As a tube with a built-in electrode, a refractory electrode is buried inside the tube and a backfill is filled, so that the tube can be simply excavated without any environmental or site constraints, and without worrying about the collapse of the excavation hole. The point is that the electrodes can be installed only by
「実施例」 以下、これを図に基づいて詳細に説明する。"Example" This will be explained in detail below based on the drawings.
第1図は本発明の電極の正面図、第2図は本発
明電極の設置作業説明図である。第1図に於い
て、図中11はスパイラル付き管形ハンドオーガ
ーで、先端錐部13には土壌破砕用爪14が設け
られている。 FIG. 1 is a front view of the electrode of the present invention, and FIG. 2 is an explanatory diagram of the installation work of the electrode of the present invention. In FIG. 1, reference numeral 11 is a tubular hand auger with a spiral, and a soil crushing claw 14 is provided at the conical end portion 13 of the hand auger.
本発明は、このオーガー11を電極内蔵管にす
るもので、管内にはバツクフイル15(主として
黒鉛粒子より成る低抵抗率の充填剤)が充填さ
れ、当該バツクフイル15中には難溶性電極16
が埋設されている。 In the present invention, this auger 11 is made into a tube with a built-in electrode, and the tube is filled with a back-fil 15 (a low-resistivity filler mainly composed of graphite particles), and the back-fil 15 contains a hardly soluble electrode 16.
is buried.
尚、図中17は電極16先端の終端装置、18
は電極16基端のリード線接続部、19はリード
線である。 In the figure, 17 is a termination device at the tip of the electrode 16, and 18 is a terminal device at the tip of the electrode 16.
is a lead wire connection portion at the base end of the electrode 16, and 19 is a lead wire.
オーガー11は継手20を介してオーガー用継
手パイプ21に継ながれるものであるが、本発明
では、オーガー11を土壌中に留置可能に組み付
けるものとする。 The auger 11 is connected to an auger joint pipe 21 via a joint 20, and in the present invention, the auger 11 is assembled so that it can remain in the soil.
尚、リード線19は継手パイプ21内を伝うこ
とは無論である。 It goes without saying that the lead wire 19 runs inside the joint pipe 21.
しかして、叙上構成よりなる本発明電極は、以
下の手順にて設置される。 Thus, the electrode of the present invention having the above-mentioned configuration is installed in accordance with the following procedure.
1 試掘を行う。1 Perform test drilling.
2 試掘穴内に電極内蔵型オーガー11をセツト
し継手パイプ21,…を接続しながら回転を与
え上下にもみながら掘進させる。(第2図)
3 所定の電極設置の深度に到達すれば掘進を止
め、電極設置は完了する。2. Set the auger 11 with a built-in electrode in the test hole, and while connecting the joint pipes 21, etc., rotate it and dig up and down. (Figure 2) 3. When the predetermined electrode installation depth is reached, excavation is stopped and electrode installation is completed.
4 その後の工事は従来の電極装置と同様外部電
源装置の極に電極からのリード線19を結線
する。4. In the subsequent construction, the lead wire 19 from the electrode is connected to the pole of the external power supply device in the same way as in the conventional electrode device.
この間、既述した穴の無崩壊を前提とする従来
手段と異なり、穴の崩壊は電極設置に無関係であ
る。又、既述の第3図の従来のハンドオーガーと
本発明とを土壌環境並びに電極設置方法について
対比してみると次記の通りである。すなわち、軟
弱地層(ヘドロ,砂,水場)の場合、従来は掘削
穴内の土の崩れが発生するため、穴としては掘れ
ない。(但し、ガイド管を使用すれば、掘削は可
能。)これに対し本発明では、電極を内蔵した裸
管の先端がスパイラルになつているので掘り易
い。最大深さ 5m以上である。 During this time, unlike the conventional means which is based on the assumption that the holes do not collapse, the collapse of the holes is unrelated to the electrode installation. Further, a comparison between the conventional hand auger shown in FIG. 3 described above and the present invention in terms of soil environment and electrode installation method is as follows. In other words, in the case of soft strata (sludge, sand, water), the soil within the excavation hole would collapse, so the hole could not be dug. (However, excavation is possible if a guide tube is used.) In contrast, in the present invention, the tip of the bare tube containing the electrode is spiral, making it easy to dig. Maximum depth is 5m or more.
硬質地層(砂,シルト,砂利)の場合、従来
は、オーガーの構造上、土をけずるのが困難。 In the case of hard strata (sand, silt, gravel), conventionally it is difficult to scrape the soil due to the structure of the auger.
砂利、砂等では、穴の崩れがあり、穴は出来な
い。最大深さ 3m>。 With gravel, sand, etc., the holes will collapse and no holes will be formed. Maximum depth 3m>.
これに対し本発明では、先端部がスパイラルな
ので回転させながら上下にもむことにより掘進は
可能。 In contrast, in the present invention, the tip is spiral, so it is possible to dig by twisting it up and down while rotating it.
最大深さ 3m以上。 Maximum depth: 3m or more.
粘土の場合、従来は、穴は掘れるが深くなる
と、オーガーに粘土が密着するため土を引き上げ
るのが困難。 Conventionally, in the case of clay, it was possible to dig a hole, but as the hole got deeper, the clay adhered to the auger, making it difficult to pull the soil out.
最大深さ 5m>。 Maximum depth 5m>.
これに対し本発明では、容易に掘れる。 In contrast, in the present invention, it is easy to dig.
最大深さ 5m以上。 Maximum depth: 5m or more.
不均一な地層(粘土〜赤土〜砂利)の場合、従
来は土質の異なる所が崩れ穴として確保するのに
困難。 In the case of uneven geological strata (clay, red soil, gravel), it has traditionally been difficult to secure areas with different soil types as collapse holes.
最大深さ 3m>。 Maximum depth 3m>.
これに対し本発明では、容易に掘れる。 In contrast, in the present invention, it is easy to dig.
最大深さ 3m以上。 Maximum depth: 3m or more.
又、電極設置方法については、従来は、穴の崩
壊が起きる前に電極を穴内にセツトし、バツクフ
イルを充填するが穴の状況を地表から確認するこ
とが難しいので電極の設置状態の確保が不十分と
なる。これに対し本発明では、電極自体がオーガ
ー内にセツトしてあるので、所定の深さまで掘る
と同時に電極の設置も完了出来る。電極は保護管
内にセツト出来るので電極の設置状態は均一性を
保てる。さらに、従来は、30cmφ×5m≒0.4m3
となり残土処理が必要。 Regarding the electrode installation method, the conventional method is to set the electrode in the hole and fill it with backfill before the hole collapses, but since it is difficult to check the condition of the hole from the ground surface, it is difficult to ensure the electrode installation condition. Enough is enough. In contrast, in the present invention, since the electrode itself is set within the auger, the installation of the electrode can be completed at the same time as digging to a predetermined depth. Since the electrodes can be set within the protective tube, the placement of the electrodes can be maintained uniformly. Furthermore, conventionally, 30cmφ×5m≒0.4m 3
Therefore, it is necessary to dispose of the remaining soil.
試掘から電極設置までの作業が6工程必要。 Six steps are required from test drilling to electrode installation.
これに対し本発明では残土はほとんど出ない。
試掘から電極設置までの作業が3工程で出来るの
で、旧方式に比べ作業が大幅に簡略化が可能とな
る。 In contrast, in the present invention, almost no residual soil is produced.
Since the work from test drilling to electrode installation can be done in three steps, the work can be significantly simplified compared to the old method.
「発明の効果」
以上の如き本発明の諸効果を列記すると次記の
如くである。"Effects of the Invention" The various effects of the present invention as described above are listed below.
通電用電極を設置するための穴を掘る必要が
ない。 There is no need to dig a hole to install a current-carrying electrode.
掘進作業だけで通電用電極の設置が出来る。 Current-carrying electrodes can be installed just by digging.
大型掘削機の使用が出来ない狭い敷地(2m
×3m程度)でも施工が可能。 A narrow site (2 m) where large excavators cannot be used.
x3m) construction is possible.
残土がほとんど出ない。 There is almost no leftover soil.
崩れやすい軟弱土壌に適している。 Suitable for soft soils that are prone to crumbling.
工期の短縮。 Shorter construction period.
工事費の削減。 Reduction of construction costs.
第1図は本発明の電極の正面図、第2図は本発
明電極の設置作業説明図、第3図a〜fは従来の
ハンドオーガー方式の手順説明図、第4図はオー
ガー車による作業説明図である。
1…作業者、2…予掘り、3…ハンドオーガ
ー、4…落土、5…残土、6…リード線、7…電
極、8…バツクフイル、9…オーガー車、10…
大口径の穴、11…オーガー、13…先端錐部、
14…土壌破砕用爪、15…バツクフイル、16
…難溶性電極、17…終端装置、18…リード線
接続部、19…リード線、20…継手、21…継
手パイプ。
Fig. 1 is a front view of the electrode of the present invention, Fig. 2 is an explanatory diagram of the installation work of the electrode of the present invention, Fig. 3 a to f is an explanatory diagram of the procedure of the conventional hand auger method, and Fig. 4 is a work using an auger car. It is an explanatory diagram. 1... Worker, 2... Pre-digging, 3... Hand auger, 4... Fallen earth, 5... Remaining soil, 6... Lead wire, 7... Electrode, 8... Back fill, 9... Auger car, 10...
Large diameter hole, 11...auger, 13...tip cone,
14... Soil crushing claw, 15... Back file, 16
... Slightly soluble electrode, 17... Terminal device, 18... Lead wire connection section, 19... Lead wire, 20... Joint, 21... Joint pipe.
Claims (1)
ル付き管形ハンドオーガーを、電極内蔵管として
当該管内に難溶性電極を埋設しつつバツクフイル
を充填するとしてなる外部電源装置の難溶性通電
用電極。1. A sparingly soluble energizing electrode for an external power supply device, in which a spiral-equipped tubular hand auger with an assembled structure that is placed in the soil is filled with a backfill while a sparsely soluble electrode is buried in the tube as an electrode built-in tube.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP61114268A JPS62270787A (en) | 1986-05-19 | 1986-05-19 | Difficulty soluble galvanic electrode for external electric power source device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP61114268A JPS62270787A (en) | 1986-05-19 | 1986-05-19 | Difficulty soluble galvanic electrode for external electric power source device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS62270787A JPS62270787A (en) | 1987-11-25 |
| JPH0256432B2 true JPH0256432B2 (en) | 1990-11-30 |
Family
ID=14633553
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP61114268A Granted JPS62270787A (en) | 1986-05-19 | 1986-05-19 | Difficulty soluble galvanic electrode for external electric power source device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS62270787A (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2713415B2 (en) * | 1988-03-15 | 1998-02-16 | 大阪瓦斯株式会社 | Electric corrosion prevention method for underground metal pipes and electric corrosion prevention structure |
| JP6325761B1 (en) * | 2018-01-19 | 2018-05-16 | 株式会社ナカボーテック | ELECTRODE STRUCTURE INSTALLATION UNIT AND CONNECTOR AND ELECTRO-COROSURE PROTECTION METHOD FOR UNDERGROUND METAL |
-
1986
- 1986-05-19 JP JP61114268A patent/JPS62270787A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS62270787A (en) | 1987-11-25 |
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