JPH05149077A - Earth adhesion preventing device of ground boring machine - Google Patents
Earth adhesion preventing device of ground boring machineInfo
- Publication number
- JPH05149077A JPH05149077A JP33951491A JP33951491A JPH05149077A JP H05149077 A JPH05149077 A JP H05149077A JP 33951491 A JP33951491 A JP 33951491A JP 33951491 A JP33951491 A JP 33951491A JP H05149077 A JPH05149077 A JP H05149077A
- Authority
- JP
- Japan
- Prior art keywords
- auger
- ground
- antecedent
- earth
- phenomenon
- 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.)
- Granted
Links
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、電気分解により発生す
る水素ガス及び直流電流による電気浸透現象を利用して
オーガに対する土砂の付着を防止する地盤穿孔機の土砂
付着防止装置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a soil adhesion preventing device for a ground drilling machine which prevents adhesion of earth and sand to an auger by utilizing an electroosmosis phenomenon caused by hydrogen gas and direct current generated by electrolysis.
【0002】[0002]
【従来の技術】粘性土を地盤穿孔機を用いて掘削する場
合に、穿孔用オーガに対する土砂の付着が問題になる。
例えば、地盤穿孔機を用いて地盤を掘削し、鋼材を建て
込んだり、ソイルセメント杭を造成する場合には、混合
した土砂を現位置に残す必要がある。この場合には打ち
込まれたオーガを逆転しつつ引き上げれば良いのである
が、特に粘性土はオーガシャフトあるいは羽根の外周に
付着し易く、これが付着したまま伴上がりする現象が発
生し易い。また削孔したい場合には正転したまま引き上
げれば良いのであるが、オーガ周囲に柱状になって付着
した土砂をそのままの状態で引き上げる場合が多い。2. Description of the Related Art When excavating cohesive soil using a ground boring machine, the adhesion of earth and sand to the boring auger poses a problem.
For example, when excavating the ground by using a ground drilling machine to build a steel material or to construct a soil cement pile, it is necessary to leave the mixed soil at the current position. In this case, it is sufficient to pull up the driven auger while reversing it. Particularly, the cohesive soil is apt to adhere to the outer periphery of the auger shaft or the blade, and the phenomenon that the auger rises as it adheres easily occurs. When it is desired to drill a hole, it can be pulled up while rotating in the normal direction, but in many cases, the sediment deposited in a columnar shape around the auger is pulled up as it is.
【0003】いずれの場合にあっても、従来は、付着土
砂を人力によりスコップなどを用いて掻き落とすか、あ
るいは羽根を回転させつつ掻き落とすようにしていた
が、効率的な除去ができなかった。In any case, conventionally, the adhered earth and sand was scraped off manually with a scoop or the like, or it was scraped off while rotating the blade, but it could not be efficiently removed. ..
【0004】[0004]
【発明が解決しようとする課題】ところで、本発明者ら
は直流電流の通電により土砂の付着が防止できることに
着目した。すなわち土砂に直流電流を通ずると電気浸透
現象によって土中水分がマイナス電極側に移動する。水
の移動にともない付着した粘性土中の含水比率が高ま
り、さらに電極近傍で水素ガスの気泡が発生することと
相まって電極に対する土砂の付着力が低減する。By the way, the present inventors have paid attention to the fact that the adhesion of earth and sand can be prevented by applying a direct current. That is, when a direct current is passed through the soil, the water content in the soil moves to the negative electrode side due to the electroosmosis phenomenon. Along with the movement of water, the water content in the adhered cohesive soil is increased, and in addition to the generation of hydrogen gas bubbles near the electrode, the adhesion force of the earth and sand to the electrode is reduced.
【0005】本発明は以上の着眼点に基づきなされたも
のであり、その目的は、作業が容易で、しかも効率的に
オーガに対する土砂の付着を防止ないしは低減させるこ
とができる地盤穿孔機の土砂付着装置を提供するもので
ある。The present invention has been made on the basis of the above-mentioned points of view, and its object is to attach a soil to a ground boring machine, which is easy to work and can effectively prevent or reduce the attachment of a soil to an auger. A device is provided.
【0006】[0006]
【課題を解決するための手段】前記目的を達成するた
め、本発明は、地盤穿孔用のオーガを直流電源のマイナ
ス側に接続するとともに、該オーガに接近して配置され
た導電体を前記直流電源のプラス側に接続するものであ
る。また、本発明では、前記オーガのシャフトの外周部
に電気的に絶縁状態にプラス電極板を配置して前記シャ
フト外周に一体化されたオーガ羽根の各部に対向させる
こともできる。In order to achieve the above-mentioned object, the present invention is to connect an auger for ground drilling to the negative side of a direct current power source, and to connect a conductor arranged close to the auger to the direct current. It is connected to the positive side of the power supply. Further, in the present invention, a positive electrode plate may be arranged in an electrically insulated state on the outer peripheral portion of the shaft of the auger so as to face each portion of the auger blade integrated with the outer periphery of the shaft.
【0007】[0007]
【作用】土砂に直流電流を通ずると電気浸透現象によっ
て土中水分がマイナス電極側であるオーガの外周に移動
する。また、オーガの外周に電気分解現象により水素ガ
スの気泡が発生すると既にオーガに付着した土砂はオー
ガの表面から浮き上がるようにして剥離する。[Function] When a direct current is passed through the earth and sand, the water content in the earth moves to the outer periphery of the auger on the negative electrode side due to the electroosmosis phenomenon. Further, when hydrogen gas bubbles are generated on the outer periphery of the auger due to the electrolysis phenomenon, the earth and sand already attached to the auger is separated from the surface of the auger as if it were floating.
【0008】[0008]
【実施例】以下、本発明の実施例を図面を用いて詳細に
説明する。図1はこの発明の第一実施例を示すものであ
る。図において、地盤穿孔機のベースマシン1の先端に
は櫓2が鉛直に配置され、この櫓2に沿ってオーガ3が
回転かつ昇降自在に保持されている。オーガ3は中空の
オーガシャフト3aの周囲に地盤撹拌用のオーガ羽根3
bをスパイラル状に配置するとともに、先端に掘削用の
オーガビット3cを配置したものである。この穿孔機の
近傍の地盤E中には図示しない杭打機によって既に先行
杭4が何本か打ち込まれている。前記オーガ3は最も近
い先行杭4aの近傍の地盤E内を先行杭4と平行に正転
しつつ下降することで、地盤Eの内部を穿孔撹拌し、次
いで逆転しつつ引き上げられる。Embodiments of the present invention will be described in detail below with reference to the drawings. FIG. 1 shows a first embodiment of the present invention. In the figure, a turret 2 is vertically arranged at the tip of a base machine 1 of a ground drilling machine, and an auger 3 is held along the turret 2 so as to be rotatable and vertically movable. The auger 3 has a hollow auger shaft 3a and auger blades 3 for ground agitation around the auger shaft 3a.
In addition to arranging b in a spiral shape, an auger bit 3c for excavation is arranged at the tip. Several preceding piles 4 have already been driven into the ground E near the punching machine by a pile driving machine (not shown). The auger 3 descends in the ground E in the vicinity of the nearest preceding pile 4a while rotating in the same direction as the preceding pile 4 while rotating forward, stirring the inside of the ground E, and then lifting it while reversing.
【0009】この状態において、前記オーガ3は直流電
源5のマイナス側に接続される。また、最も近い先行杭
4aは前記直流電源5のプラス側に接続され、この結果
オーガ3と先行杭4aをそれぞれのマイナスおよびプラ
スの電極部とする電気浸透現象が生じる。In this state, the auger 3 is connected to the negative side of the DC power source 5. Further, the closest preceding pile 4a is connected to the positive side of the DC power source 5, and as a result, an electroosmosis phenomenon occurs in which the auger 3 and the preceding pile 4a serve as negative and positive electrode portions, respectively.
【0010】この電気浸透現象により土中水分は図中矢
印で示すようにマイナス電極であるオーガ3の周囲に移
動し、オーガ3の周囲における土中の水分含有量が増加
する結果、オーガ3に対する付着力を減ずることにな
る。Due to this electroosmosis phenomenon, the water content in the soil moves to the periphery of the auger 3 which is a negative electrode as shown by the arrow in the figure, and the water content in the soil around the auger 3 increases, and as a result, It will reduce the adhesion.
【0011】また同時に電気分解現象によりオーガ3の
周囲には水素ガスが発生し、先行杭4a側では酸素ガス
が発生する。そして、この水素ガスの発生によって既に
オーガ3の周囲に付着している土砂はオーガ3の表面か
ら浮き上がるように剥離する。この結果、オーガ3に対
する土砂の付着量は低減し、また、例え付着したまま引
き上げられたとしても、他の人力や機械的手段により容
易に掻き落とすことができる。なお、前記直流電源5と
してはベースマシン1に搭載しているバッテリなどを用
いることができる。また、電流容量は先行杭4aとオー
ガ3間の離間距離により定まるので予めその距離に応じ
て電気浸透現象を生じさせるための条件を設定しておけ
ば良い。At the same time, hydrogen gas is generated around the auger 3 due to the electrolysis phenomenon, and oxygen gas is generated on the side of the preceding pile 4a. Then, due to the generation of this hydrogen gas, the earth and sand already attached to the periphery of the auger 3 is peeled off so as to float from the surface of the auger 3. As a result, the amount of earth and sand adhered to the auger 3 is reduced, and even if it is pulled up while adhering, it can be easily scraped off by other human power or mechanical means. As the DC power supply 5, a battery mounted on the base machine 1 can be used. Further, since the current capacity is determined by the distance between the leading pile 4a and the auger 3, it is sufficient to set the conditions for causing the electroosmosis phenomenon in advance according to the distance.
【0012】図2はこの発明の第二実施例を示すもの
で、オーガシャフト3aの外周囲には前記オーガ羽根3
bのピッチと同一ピッチでプラス側の電極板6がスパイ
ラル状に固定され、前記オーガ羽根3bの各部に対向し
ている。この電極板6の上端部はスリップリング7を介
して絶縁状態で直流電源5のプラス側に接続されてい
る。またオーガシャフト3a自体は同直流電源5のマイ
ナス側に接続されている。FIG. 2 shows a second embodiment of the present invention, in which the auger blade 3 is provided on the outer periphery of the auger shaft 3a.
The positive electrode plate 6 is spirally fixed at the same pitch as the pitch b, and faces each part of the auger blade 3b. The upper end of the electrode plate 6 is connected to the plus side of the DC power source 5 via a slip ring 7 in an insulated state. The auger shaft 3a itself is connected to the negative side of the DC power supply 5.
【0013】前記プラス電極板6は前記オーガシャフト
3aの外周に絶縁状態に取り付けられるもので、図3に
示す取付構造となっている。The plus electrode plate 6 is attached to the outer periphery of the auger shaft 3a in an insulating state, and has the attachment structure shown in FIG.
【0014】すなわちプラス電極板6は、絶縁用のネオ
プレンゴム8を介してオーガシャフト3aの表面に設置
され、またその所々に取付け穴6aが開口されている。
この取付け穴6aは前記オーガシャフト3aの表面に突
出するスタッドボルト9に絶縁用ナイロンワッシャ10
を介して挿通され、スタッドボルト9の突出端を袋ナッ
ト11で締め付けることによりオーガシャフト3の外周
に固定される。That is, the plus electrode plate 6 is installed on the surface of the auger shaft 3a through the insulating neoprene rubber 8 and the mounting holes 6a are formed at the respective places.
The mounting hole 6a is provided with a stud bolt 9 protruding from the surface of the auger shaft 3a, an insulating nylon washer 10
And is fixed to the outer periphery of the auger shaft 3 by tightening the protruding end of the stud bolt 9 with the cap nut 11.
【0015】この実施例においては前記実施例と同様に
マイナス電極となるオーガシャフト3a,オーガ羽根3
bとプラス電極板6との間に電気浸透現象および電気分
解現象が生ずる結果、オーガシャフト3a,オーガ羽根
3bの表面には土砂が付着しにくいものとなる。また、
前記実施例のように近くに先行杭などの適当な導電体が
ない場合や、単なる穿孔作業に使う場合などに好適であ
り、プラス側電極板6とマイナス電極を構成するオーガ
シャフト3aおよびオーガ羽根3bとの距離が一定であ
るため、電気浸透現象を発生させるための電流容量も一
定である。In this embodiment, the auger shaft 3a and the auger blade 3 which serve as a negative electrode are provided as in the above embodiments.
As a result of the electroosmosis phenomenon and the electrolysis phenomenon occurring between the positive electrode plate 6b and the positive electrode plate 6, earth and sand are less likely to adhere to the surfaces of the auger shaft 3a and the auger blades 3b. Also,
It is suitable when there is no suitable electric conductor such as a leading pile nearby as in the above-mentioned embodiment or when it is used for a simple drilling work, and the auger shaft 3a and the auger blades forming the plus side electrode plate 6 and the minus electrode are used. Since the distance from 3b is constant, the current capacity for causing the electroosmosis phenomenon is also constant.
【0016】図4はプラス電極板6の取付構造の他の実
施例を示すもので、オーガシャフト3aの外周表面には
絶縁用のネオプレンゴム8を介して前記プラス電極板6
が設置されている。固定箇所において、オーガシャフト
3a側にはネジ孔が形成されている一方、プラス電極板
6の取付け穴6aの内周には絶縁用のナイロンワッシャ
20が配置され、このワッシャ20を介して皿ボルト2
1をオーガシャフト3a側に捩じ込みプラス電極板6を
オーガシャフト3aの外周に固定している。なお、皿ボ
ルト21の頭部21aはプラス電極板6の表面と同一面
であり、無用な凹凸を無くすことで土砂が付着しにくい
構造となっている。FIG. 4 shows another embodiment of the mounting structure of the positive electrode plate 6, in which the positive electrode plate 6 is mounted on the outer peripheral surface of the auger shaft 3a via an insulating neoprene rubber 8.
Is installed. In the fixed portion, a screw hole is formed on the auger shaft 3a side, while an insulating nylon washer 20 is arranged on the inner periphery of the mounting hole 6a of the positive electrode plate 6, and the flat bolt is inserted through the washer 20. Two
1 is screwed into the auger shaft 3a side, and the plus electrode plate 6 is fixed to the outer periphery of the auger shaft 3a. The head portion 21a of the flat head bolt 21 is flush with the surface of the positive electrode plate 6, and the structure has a structure in which earth and sand are hard to adhere by eliminating unnecessary irregularities.
【0017】図5はプラス電極板6のさらに他の取付構
造の実施例を示すものである。この構造においては、オ
ーガシャフト3aの外周部にスパイラル状の溝30を形
成し、この内部に断面凹状をした絶縁用ネオプレンゴム
31を介してプラス電極板6をオーガシャフト3aの外
周面と同一面となるように埋設したものである。なお、
固定構造は前記実施例と同一であり、プラス電極板6の
取付穴6aの内周には絶縁用のナイロンワッシャ20を
配置し、このワッシャ20を介して皿ボルト21をオー
ガシャフト3a側に捩じ込むことでプラス電極板6を固
定している。FIG. 5 shows an embodiment of still another mounting structure of the positive electrode plate 6. In this structure, a spiral groove 30 is formed on the outer peripheral portion of the auger shaft 3a, and the positive electrode plate 6 is flush with the outer peripheral surface of the auger shaft 3a through an insulating neoprene rubber 31 having a concave cross section. It was buried so that In addition,
The fixing structure is the same as that of the above-mentioned embodiment, a nylon washer 20 for insulation is arranged on the inner periphery of the mounting hole 6a of the plus electrode plate 6, and the countersunk bolt 21 is screwed to the auger shaft 3a side through this washer 20. The positive electrode plate 6 is fixed by being mixed in.
【0018】この実施例ではオーガシャフト3aの表面
に突起がまったく無いので前記実施例よりもさらに土砂
が付着しにくいものとなる。しかも、皿ボルト21を捩
じ込む前であってもプラス電極板6等をオーガシャフト
3aに仮止めすることができ組付作業が容易である。In this embodiment, since there are no protrusions on the surface of the auger shaft 3a, it is more difficult for soil and sand to adhere than in the above embodiments. Moreover, even before the countersunk bolt 21 is screwed in, the plus electrode plate 6 and the like can be temporarily fixed to the auger shaft 3a, and the assembling work is easy.
【0019】[0019]
【発明の効果】以上各実施例によって詳細に説明したよ
うに、本発明による地盤穿孔機の土砂付着防止装置にあ
っては、土砂に直流電流を通電すると電気浸透現象によ
って土中水分がマイナス電極側であるオーガの外周に移
動し、付着した粘性土中の含水比率が高まり、さらにオ
ーガの外周には電気分解現象により水素ガスの気泡が発
生すると既にオーガに付着した土砂はそのガス発生によ
り浮き上がるように表面から剥離することと相まって、
特に粘性土地盤を穿孔する場合におけるオーガへの土砂
付着を簡単な構成を付加するだけで防止ないしは低減で
き、土砂付着防止対策として有用である。As described above in detail with reference to the respective embodiments, in the earth and sand adhesion preventing device of the present invention, when a direct current is applied to the earth and sand, the water content in the earth becomes a negative electrode due to the electroosmosis phenomenon. When it moves to the outer periphery of the auger which is the side, the water content in the adhered cohesive soil increases, and when hydrogen gas bubbles are generated on the outer periphery of the auger due to the electrolysis phenomenon, the earth and sand already attached to the auger rises due to the gas generation. Coupled with peeling from the surface,
In particular, when perforating a cohesive ground, it is possible to prevent or reduce the adhesion of sediment to the auger by simply adding a simple structure, and it is useful as a measure to prevent sediment adhesion.
【図1】本発明の第一実施例による断面説明図である。FIG. 1 is a cross-sectional explanatory view according to a first embodiment of the present invention.
【図2】本発明の第二実施例によるオーガの拡大説明図
である。FIG. 2 is an enlarged explanatory view of an auger according to a second embodiment of the present invention.
【図3】プラス電極板の取付構造を示す部分断面図であ
る。FIG. 3 is a partial cross-sectional view showing a mounting structure for a plus electrode plate.
【図4】プラス電極板の他の取付構造の実施例を示す部
分断面図である。FIG. 4 is a partial cross-sectional view showing an example of another mounting structure for a plus electrode plate.
【図5】プラス電極板のさらに他の取付構造の実施例を
示す部分断面図である。FIG. 5 is a partial cross-sectional view showing an example of still another attachment structure of the positive electrode plate.
3 オーガ 3a オーガシャフト 3b オーガ羽根 4a 先行杭(導電体) 5 直流電源 6 プラス電極板 3 Auger 3a Auger shaft 3b Auger blade 4a Leading pile (conductor) 5 DC power supply 6 Positive electrode plate
Claims (2)
ス側に接続するとともに、該オーガに接近して配置され
た導電体を前記直流電源のプラス側に接続したことを特
徴とする地盤穿孔機の土砂付着防止装置。1. A ground boring machine, wherein an auger for boring ground is connected to a negative side of a DC power source, and a conductor arranged close to the auger is connected to a positive side of the DC power source. Sediment adhesion prevention device.
に絶縁状態でプラス電極板を配置して前記シャフト外周
に一体化されたオーガ羽根の各部に対向させることを特
徴とする請求項1記載の地盤穿孔機の土砂付着防止装
置。2. A positive electrode plate is disposed in an electrically insulated state on the outer peripheral portion of the shaft of the auger so as to face each portion of the auger blade integrated with the outer periphery of the shaft. Soil adhesion prevention device for ground drilling machine.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP33951491A JP2679496B2 (en) | 1991-11-29 | 1991-11-29 | Soil adhesion prevention device for ground drilling machine |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP33951491A JP2679496B2 (en) | 1991-11-29 | 1991-11-29 | Soil adhesion prevention device for ground drilling machine |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH05149077A true JPH05149077A (en) | 1993-06-15 |
JP2679496B2 JP2679496B2 (en) | 1997-11-19 |
Family
ID=18328204
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP33951491A Expired - Fee Related JP2679496B2 (en) | 1991-11-29 | 1991-11-29 | Soil adhesion prevention device for ground drilling machine |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2679496B2 (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH06323080A (en) * | 1993-03-18 | 1994-11-22 | Seiko Kogyo Kk | Excavating method |
JPH06322746A (en) * | 1993-03-18 | 1994-11-22 | Seiko Kogyo Kk | Agitating and mixing of soil with solidification material |
JP5704589B1 (en) * | 2014-11-28 | 2015-04-22 | 株式会社センリョウ | Submarine drilling equipment |
CN115301635A (en) * | 2022-07-15 | 2022-11-08 | 江苏徐工工程机械研究院有限公司 | Low-pressure electroosmosis visbreaking desorption structure and desorption method |
CN115387414A (en) * | 2022-09-21 | 2022-11-25 | 江苏徐工工程机械研究院有限公司 | Bucket and excavator |
-
1991
- 1991-11-29 JP JP33951491A patent/JP2679496B2/en not_active Expired - Fee Related
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH06323080A (en) * | 1993-03-18 | 1994-11-22 | Seiko Kogyo Kk | Excavating method |
JPH06322746A (en) * | 1993-03-18 | 1994-11-22 | Seiko Kogyo Kk | Agitating and mixing of soil with solidification material |
JP5704589B1 (en) * | 2014-11-28 | 2015-04-22 | 株式会社センリョウ | Submarine drilling equipment |
CN115301635A (en) * | 2022-07-15 | 2022-11-08 | 江苏徐工工程机械研究院有限公司 | Low-pressure electroosmosis visbreaking desorption structure and desorption method |
CN115387414A (en) * | 2022-09-21 | 2022-11-25 | 江苏徐工工程机械研究院有限公司 | Bucket and excavator |
CN115387414B (en) * | 2022-09-21 | 2024-02-02 | 江苏徐工工程机械研究院有限公司 | Bucket and excavator |
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