JP2734291B2 - Ground excavation method using bucket type excavator - Google Patents

Ground excavation method using bucket type excavator

Info

Publication number
JP2734291B2
JP2734291B2 JP12780592A JP12780592A JP2734291B2 JP 2734291 B2 JP2734291 B2 JP 2734291B2 JP 12780592 A JP12780592 A JP 12780592A JP 12780592 A JP12780592 A JP 12780592A JP 2734291 B2 JP2734291 B2 JP 2734291B2
Authority
JP
Japan
Prior art keywords
bucket
excavation
earth
metal member
sand
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
Application number
JP12780592A
Other languages
Japanese (ja)
Other versions
JPH05321561A (en
Inventor
武 川地
博文 斉藤
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.)
OOBAYASHIGUMI KK
Original Assignee
OOBAYASHIGUMI KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by OOBAYASHIGUMI KK filed Critical OOBAYASHIGUMI KK
Priority to JP12780592A priority Critical patent/JP2734291B2/en
Publication of JPH05321561A publication Critical patent/JPH05321561A/en
Application granted granted Critical
Publication of JP2734291B2 publication Critical patent/JP2734291B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

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

【0001】[0001]

【産業上の利用分野】この発明は、ケリー掘削機のよう
なバケット式掘削機で地盤を掘削する方法に関し、特
に、掘削土砂がバケットに付着することによる掘削作業
能率の低下を防止する技術に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for excavating the ground with a bucket type excavator such as a Kelly excavator, and more particularly to a technique for preventing a decrease in excavation work efficiency due to excavated earth and sand adhering to a bucket. .

【0002】[0002]

【従来の技術】関東ロームなどの粘性の高い地盤をケリ
ー掘削機で掘削する場合、バケットに掘削土砂が付着し
やすく、このことで作業能率が低下する。多量の土砂が
バケットに付着した状態では掘削作業を円滑に行えない
ので、作業を一時中断し、バケットに付着した土砂を除
去しなければならない。通常はスコップなどを用いて人
力でバケットに付着した土砂を掻き落としている。バケ
ットに土砂が付きにくくするために、バケット表面に剥
離剤を塗付したり、ポリエチレンシートを貼り付けるな
どの対策が講じられることもある。しかし、そのような
土砂付着防止用の表面処理では、その効果が長続きしな
い。つまり玉石や砂礫層などを掘削した場合、バケット
表面の剥離剤やシートが簡単に剥がれてしまい、土砂付
着防止の効果はすぐに失われてしまう。そのため、人力
によって付着土砂を掻き落とすという作業に頼らざるを
得ない。
2. Description of the Related Art When excavating highly viscous ground such as a Kanto loam using a Kelly excavator, excavated earth and sand tends to adhere to a bucket, which lowers work efficiency. Excavation work cannot be performed smoothly when a large amount of earth and sand adheres to the bucket. Therefore, the operation must be temporarily suspended and the earth and sand adhered to the bucket must be removed. Usually, the earth and sand attached to the bucket is manually scraped off using a scoop or the like. In order to prevent the earth and sand from sticking to the bucket, measures such as applying a release agent to the bucket surface and attaching a polyethylene sheet may be taken. However, such surface treatment for preventing adhesion of earth and sand does not last long. In other words, when excavating a boulder or a gravel layer, the release agent or sheet on the bucket surface is easily peeled off, and the effect of preventing sediment adhesion is immediately lost. Therefore, it is necessary to rely on the work of scraping off the attached earth and sand by human power.

【0003】[0003]

【発明が解決しようとする課題】スコップなどを用いて
人力でバケットに付着した土砂を掻き落とす作業は非常
に重労働であり、能率も悪い。この発明の目的は、掘削
時の壁面の崩壊を防ぐために掘削穴内に泥水を満たした
状態でバケット式掘削機で掘削を進める工法において、
掘削と排土の繰り返し動作をできるだけ妨げることな
く、できるだけ簡単な手段で能率よくバケットの付着土
砂を除去して、掘削作業を円滑に進めることができるよ
うにすることにある。
The task of manually scraping off the soil attached to the bucket using a scoop or the like is extremely labor intensive and inefficient. An object of the present invention is a construction method in which excavation is performed by a bucket type excavator in a state where muddy water is filled in an excavation hole to prevent collapse of a wall surface during excavation,
An object of the present invention is to make it possible to efficiently remove excavated earth and sand from a bucket by simple means as efficiently as possible without hindering repetitive operations of excavation and earth removal, so that excavation work can proceed smoothly.

【0004】[0004]

【課題を解決するための手段】そこでこの発明では、掘
削穴内に泥水を満たした状態でバケット式掘削機によっ
て掘削を進める工法において、掘削と排土を繰り返すご
とにバケットが上下移動する経路の近くで、かつ掘削穴
上部の泥水中に適宜な金属部材を配置しておき、少なく
とも掘削土砂が付着したバケットがこの金属部材の近く
を通過する際に、バケットをマイナス電極とし、前記金
属部材をプラス電極とし、両電極を非接触の状態に保っ
て直流電圧を印加し、電気分解によって前記バケットの
表面から水素ガスを発生させ、これによって前記バケッ
トと付着土砂との結合を弱めるようにした。
Therefore, according to the present invention, in a construction method in which excavation is carried out by a bucket type excavator in a state in which muddy water is filled in an excavation hole, a path near a path where a bucket moves up and down every time excavation and earth removal is repeated. In addition, an appropriate metal member is arranged in muddy water above the excavation hole, and at least when the bucket to which the excavated earth and sand passes passes near this metal member, the bucket is used as a negative electrode, and the metal member is used as a positive electrode. A DC voltage was applied while keeping both electrodes in a non-contact state, and hydrogen gas was generated from the surface of the bucket by electrolysis, thereby weakening the bond between the bucket and the attached sediment.

【0005】[0005]

【作用】水中に2つの電極を挿入して直流電圧を印加す
ると、水中に電流が流れて電極表面で電気分解が生じ、
マイナス電極側で水素ガスが発生する。これと同じ現象
が掘削穴の泥水中におけるバケットと付着土砂との間で
起きる。つまり金属製のバケットがマイナス電極であ
り、前記金属部材がプラス電極となり、泥水中にイオン
電導による電流が流れ、バケット表面から水素ガスが発
生する。このガス発生時のガスの膨張作用などによっ
て、バケット表面と付着土砂との結合力が大幅に低下
し、付着土砂が剥離して脱落する。
[Function] When two electrodes are inserted in water and a DC voltage is applied, a current flows in the water and electrolysis occurs on the electrode surface.
Hydrogen gas is generated on the negative electrode side. The same phenomenon occurs between the bucket and the sediment in the muddy water of the excavation hole. That is, the metal bucket is a negative electrode, and the metal member is a positive electrode. A current by ion conduction flows in the muddy water, and hydrogen gas is generated from the bucket surface. Due to the gas expansion effect at the time of gas generation, the bonding force between the bucket surface and the attached sediment is greatly reduced, and the attached sediment is separated and falls off.

【0006】このようなバケット付着土砂の除去工程
が、掘削と排土を繰り返すごとにバケットを上下移動さ
せる工程中に組み込まれ、掘削作業をほとんど妨げるこ
となく付着土砂を落とすことができる。
[0006] Such a step of removing the sediment attached to the bucket is incorporated in the step of moving the bucket up and down every time excavation and earth removal are repeated, so that the attached sediment can be removed almost without hindering the excavation operation.

【0007】[0007]

【実施例】この発明の掘削方法の基本的な実施形態を図
1に示している。図1において、1はケリーバー、2は
ケリーバー1の下端に取り付けられたクラムシェルバケ
ット、3はケリー掘削機の前記バケット2で掘削中の穴
を示している。この発明の工法では、掘削穴3の壁面の
崩壊を防止するために穴内に泥水4を満たした状態で掘
削を進める。バケット2は掘削と排土を行うごとに穴3
の底部と地上とを往復する。つまり、バケット2の刃を
開いた状態でバケット2を落下させ、バケット2の刃先
を穴3の底地盤に食い込ませ、油圧ジャッキによりバケ
ット2を絞め込んで土砂をつかみとる。次にバケット2
を地上まで上昇させ、バケット2でつかみとった土砂を
持上げて、地上の排土場所まで運搬し、バケット2を開
いてつかんだ土砂を落下させる。そして再びバケット2
を掘削穴3の底部へと移動させ、前記の動作を繰り返
す。
FIG. 1 shows a basic embodiment of the excavation method according to the present invention. In FIG. 1, reference numeral 1 denotes a kelly bar, 2 denotes a clamshell bucket attached to the lower end of the kelly bar 1, and 3 denotes a hole being drilled by the bucket 2 of the kelly excavator. In the method of the present invention, excavation is performed with the muddy water 4 filled in the hole in order to prevent collapse of the wall surface of the excavation hole 3. The bucket 2 has a hole 3 every time excavation and
Back and forth between the bottom of the car and the ground. That is, the bucket 2 is dropped with the blade of the bucket 2 open, the blade edge of the bucket 2 is cut into the bottom ground of the hole 3, and the bucket 2 is squeezed by the hydraulic jack to seize the earth and sand. Next, bucket 2
Is lifted to the ground, the sediment caught by the bucket 2 is lifted, transported to the earth discharging site on the ground, the bucket 2 is opened, and the sediment caught is dropped. And again bucket 2
Is moved to the bottom of the excavation hole 3 and the above operation is repeated.

【0008】掘削穴3の地上に至近の部分は広く掘削さ
れており(その部分をトレンチと言う)、そのトレンチ
内の泥水4中に前述のプラス電極となる鉄板などの金属
部材5を設置する。前記のようにバケット2が地上と穴
3底部とを往復する際にトレンチ内を通るとき、バケッ
ト2が金属部材5の近くをこれに接触しないで通過する
配置関係にする。
A portion of the excavation hole 3 close to the ground is widely excavated (the portion is called a trench), and a metal member 5 such as an iron plate serving as a positive electrode is placed in the muddy water 4 in the trench. . As described above, when the bucket 2 reciprocates between the ground and the bottom of the hole 3 and passes through the trench, the bucket 2 is arranged to pass near the metal member 5 without contacting the metal member 5.

【0009】また、整流器またはバッテリーからなる直
流電源6を用意し、前記金属部材5をコードで直流電源
6のプラス端子に接続するとともに、金属製のバケット
2を適宜な接続手段で直流電源6のマイナス端子に接続
する。そして、バケット2が金属部材5の至近位置を通
過する際に電源6により両者間に直流電圧を印加する
と、泥水4中にイオン電導による電流が流れ、電極(バ
ケット2と金属部材5)の表面で電気分解が生じ、マイ
ナス電極であるバケット2の表面から水素ガスが発生す
る。そのガスの膨張作用などによりバケット2の表面に
付着している土砂塊が浮き上がる。このため、掘削時に
あってもバケット2に土砂が付着することを防止するこ
とができ、排土時には付着土砂をバケット2から確実に
脱落させることができる。
Further, a DC power source 6 comprising a rectifier or a battery is prepared, the metal member 5 is connected to the positive terminal of the DC power source 6 by a cord, and the metal bucket 2 is connected to the DC power source 6 by an appropriate connecting means. Connect to negative terminal. When a DC voltage is applied between the bucket 2 and the metal member 5 by the power supply 6 when passing through the metal member 5, a current flows by ion conduction into the muddy water 4, and the surface of the electrode (the bucket 2 and the metal member 5) , And hydrogen gas is generated from the surface of the bucket 2, which is a negative electrode. The lump of earth and sand adhering to the surface of the bucket 2 rises due to the expansion action of the gas. For this reason, even when excavating, it is possible to prevent the earth and sand from adhering to the bucket 2, and it is possible to reliably cause the adhered earth and sand to fall off from the bucket 2 when discharging the earth.

【0010】一般的な状況では、バケット2と金属部材
5との間に2〜25Vの電圧を印加すると30〜350
mA程度の電流が流れる。そして、通電電流が多いほど
バケット2の表面からより多くのガスが発生し、付着土
砂の除去効果が大きくなり、より短時間で付着土砂を落
とすことができる。
In a general situation, when a voltage of 2 to 25 V is applied between the bucket 2 and the metal member 5, 30 to 350V is applied.
A current of about mA flows. And, the larger the energizing current, the more gas is generated from the surface of the bucket 2 and the effect of removing the attached sediment is increased, so that the attached sediment can be removed in a shorter time.

【0011】本発明は、少なくともバケット2がトレン
チを通過する際に通電すればガスの発生により付着土砂
を剥離させることができるが、掘削・排土時にトレンチ
内をゆっくりと移動させればさらに付着土砂を剥離させ
やすくなることは勿論である。また、バケット2がトレ
ンチを通過するときのみ通電してもよいが、バケット2
の掘削・排土作業中に連続して通電した方がよいことは
いうまでもない。さらに、掘削・排土作業が終了したと
き、バケット2をトレンチ内に適宜時間停止させて通電
すればバケット2の付着土砂を除去することができ、そ
の後の新たな掘削作業を効果的に行うことができる。な
お、通電電流が大きいほど通電時間(付着土砂の除去工
程の時間)を短くすることができる。
According to the present invention, if electricity is supplied at least when the bucket 2 passes through the trench, the deposited earth and sand can be separated by the generation of gas. Of course, it is easy to peel off the earth and sand. Also, electricity may be supplied only when the bucket 2 passes through the trench.
Needless to say, it is better to continuously supply power during the excavation and earth removal work. Furthermore, when the excavation / discharge operation is completed, the bucket 2 can be stopped in the trench for an appropriate time and energized to remove the sediment attached to the bucket 2, and the subsequent new excavation operation can be performed effectively. Can be. In addition, the energization time (the time of the step of removing the attached soil) can be shortened as the energization current increases.

【0012】[0012]

【発明の効果】以上詳細に説明したように、この発明に
よれば、掘削と排土の作業工程をほとんど妨げることな
く、バケットの往復移動工程内に土砂除去工程が組み込
まれ、バケット式掘削機による地盤掘削作業を能率よく
進めることができる。また土砂除去工程では、掘削穴内
の泥水中でバケットと適宜な金属部材との間に通電する
という非常に簡単で保守点検の必要がほとんどない手段
でもって、電気分解によるバケット表面からのガス発生
効果でバケットと土砂との結合を弱め、付着土砂をバケ
ットから簡単に脱落させることができる。そのため、ス
コップなどを用いて人力によりバケットの付着土砂を掻
き落とす作業に比べて作業は大幅に軽減され、しかも能
率的である。
As described above in detail, according to the present invention, the bucket excavator incorporates the earth and sand removing step in the reciprocating movement of the bucket with almost no hindrance to the excavation and earth removal work steps. Ground excavation work can be efficiently performed. In the soil removal process, gas is generated from the surface of the bucket by electrolysis using a very simple means that energizes between the bucket and appropriate metal members in the muddy water in the excavation hole and requires little maintenance. This weakens the connection between the bucket and the earth and sand, and the attached earth and sand can easily be dropped from the bucket. For this reason, the work is greatly reduced and more efficient than the work of scraping off the sediment attached to the bucket by a human force using a scoop or the like.

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

【図1】この発明による地盤掘削作業の基本的な実施形
態を示す概念図である。
FIG. 1 is a conceptual diagram showing a basic embodiment of a ground excavation work according to the present invention.

【符号の説明】[Explanation of symbols]

1 ケリーバー 2 バケット 3 掘削穴 4 泥水 5 金属部材 6 直流電源 DESCRIPTION OF SYMBOLS 1 Kelly bar 2 Bucket 3 Drilling hole 4 Muddy water 5 Metal member 6 DC power supply

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 掘削穴内に泥水を満たした状態でバケッ
ト式掘削機によって掘削を進める工法において、掘削と
排土を繰り返すごとにバケットが上下移動する経路の近
くで、かつ掘削穴上部の泥水中に適宜な金属部材を配置
しておき、少なくとも掘削土砂が付着したバケットがこ
の金属部材の近くを通過する際に、バケットをマイナス
電極とし、前記金属部材をプラス電極とし、両電極を非
接触の状態に保って直流電圧を印加し、電気分解によっ
て前記バケットの表面から水素ガスを発生させ、これに
よって前記バケットと付着土砂との結合を弱めることを
特徴とするバケット式掘削機による地盤掘削方法。
In a construction method in which excavation is performed by a bucket-type excavator in a state in which the excavation hole is filled with muddy water, the muddy water near the path where the bucket moves up and down and the upper part of the excavation hole each time excavation and earth removal are repeated. An appropriate metal member is arranged in advance, and at least when the bucket with the excavated earth and sand passes near this metal member, the bucket is used as a negative electrode, the metal member is used as a positive electrode, and both electrodes are in non-contact. A ground excavation method using a bucket-type excavator, wherein a DC voltage is applied while maintaining the state, and hydrogen gas is generated from the surface of the bucket by electrolysis, thereby weakening the bond between the bucket and the attached sediment.
JP12780592A 1992-05-20 1992-05-20 Ground excavation method using bucket type excavator Expired - Lifetime JP2734291B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12780592A JP2734291B2 (en) 1992-05-20 1992-05-20 Ground excavation method using bucket type excavator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12780592A JP2734291B2 (en) 1992-05-20 1992-05-20 Ground excavation method using bucket type excavator

Publications (2)

Publication Number Publication Date
JPH05321561A JPH05321561A (en) 1993-12-07
JP2734291B2 true JP2734291B2 (en) 1998-03-30

Family

ID=14969119

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12780592A Expired - Lifetime JP2734291B2 (en) 1992-05-20 1992-05-20 Ground excavation method using bucket type excavator

Country Status (1)

Country Link
JP (1) JP2734291B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101411642B1 (en) * 2012-09-27 2014-06-25 삼성중공업 주식회사 Riser-guide apparatus
JP5704589B1 (en) * 2014-11-28 2015-04-22 株式会社センリョウ Submarine drilling equipment
JP7108495B2 (en) * 2018-08-20 2022-07-28 株式会社技研製作所 Construction tools and equipment

Also Published As

Publication number Publication date
JPH05321561A (en) 1993-12-07

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