JP2645976B2 - Excavator - Google Patents

Excavator

Info

Publication number
JP2645976B2
JP2645976B2 JP6029386A JP2938694A JP2645976B2 JP 2645976 B2 JP2645976 B2 JP 2645976B2 JP 6029386 A JP6029386 A JP 6029386A JP 2938694 A JP2938694 A JP 2938694A JP 2645976 B2 JP2645976 B2 JP 2645976B2
Authority
JP
Japan
Prior art keywords
shaft
leader mast
leader
excavation
cylindrical rotary
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 - Fee Related
Application number
JP6029386A
Other languages
Japanese (ja)
Other versions
JPH07238767A (en
Inventor
一 松沢
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.)
MATSUZAWA KIKO KK
SUZUKI GIKEN KOGYO KK
Original Assignee
MATSUZAWA KIKO KK
SUZUKI GIKEN KOGYO 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 MATSUZAWA KIKO KK, SUZUKI GIKEN KOGYO KK filed Critical MATSUZAWA KIKO KK
Priority to JP6029386A priority Critical patent/JP2645976B2/en
Publication of JPH07238767A publication Critical patent/JPH07238767A/en
Application granted granted Critical
Publication of JP2645976B2 publication Critical patent/JP2645976B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、コンクリート杭、H型
杭、鋼管杭の施工などに使用する掘削機に関するもので
ある。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an excavator used for constructing concrete piles, H-shaped piles, steel pipe piles, and the like.

【0002】[0002]

【従来の技術】通常、コンクリート杭、H型杭、鋼管杭
の杭孔掘削施工にはオーガスクリューによるアースオー
ガ機が使用される。
2. Description of the Related Art Generally, an earth auger machine using an auger screw is used for drilling a hole in a concrete pile, an H-shaped pile, and a steel pipe pile.

【0003】これは、図6に示すようにクローラ形式の
重機1に長尺なリーダマスト2を起伏自在に設け、この
リーダマスト2のリーダ2aにモータと減速機からなる
駆動装置3を係合させ、この駆動装置3はリーダマスト
2のトップシーブ2bから昇降自在に吊り降ろす。
As shown in FIG. 6, a crawler type heavy machine 1 is provided with a long leader mast 2 so as to be able to move up and down, and a leader 2a of the leader mast 2 is engaged with a driving device 3 comprising a motor and a speed reducer. The driving device 3 is suspended from the top sheave 2b of the leader mast 2 so as to be able to move up and down.

【0004】そして駆動装置3はオーガスクリュー4の
上端に連結し、これを回転駆動する。
[0004] A driving device 3 is connected to the upper end of the auger screw 4 and drives it to rotate.

【0005】[0005]

【発明が解決しようとする課題】前記アースオーガ機で
は、リーダマスト2の長さが長くなり、オーガスクリュ
ー4の継ぎ足し等で駆動装置3がリーダマスト2の上部
に位置する時は、重心が高い非常に不安定な状態とな
り、重機1の転倒の危険も多い。
In the earth auger machine, the center of gravity is high when the length of the leader mast 2 is long and the drive unit 3 is located above the leader mast 2 due to the addition of the auger screw 4 or the like. It becomes a very unstable state, and there is a high risk of the heavy equipment 1 falling.

【0006】また、長いリーダマスト2を有する重機1
は、このリーダマスト2が邪魔になるので上方に空間の
ない場所では使用できないなどの問題もある。
A heavy equipment 1 having a long leader mast 2
However, there is a problem that the reader mast 2 cannot be used in a place where there is no space above because the leader mast 2 becomes an obstacle.

【0007】さらに、オーガスクリュー4ではスクリュ
ー羽根間に土砂が圧密状態で詰まると掘削抵抗が増し、
掘削不能の状態を招くこともある。この傾向は掘削深度
が大きく、オーガスクリュー4の長さが長くなる程著し
い。
Further, in the auger screw 4, when earth and sand are clogged between the screw blades in a compacted state, excavation resistance increases,
In some cases, it becomes impossible to excavate. This tendency is remarkable as the excavation depth increases and the length of the auger screw 4 increases.

【0008】本発明の目的は前記従来例の不都合を解消
し、オーガ軸等の回転駆動する錐揉み式の掘削軸を使用
する場合でも、リーダマストは短尺なものですみ、全体
としてコンパクトな重機となり、また、常に安定した状
態を保つことができて安全性が高く、しかも、掘削性能
にすぐれる掘削機を提供することにある。
[0008] An object of the present invention is to solve the above-mentioned disadvantages of the prior art, and even when using a drilling shaft of a rotary type such as an auger shaft, a leader mast can be made short and a compact heavy machine as a whole. Another object of the present invention is to provide an excavator that can maintain a stable state at all times, has high safety, and has excellent excavation performance.

【0009】[0009]

【課題を解決するための手段】本発明は前記目的を達成
するため、クローラ形式の重機に短尺なリーダマストを
起伏自在に設け、左右にシリンダーによる昇降脚を設け
た駆動装置に筒状回転軸を下方が少し下側に出るように
して上下に貫通するように立上げ、この駆動装置を前記
リーダマストのリーダに昇降自在に係合させ、オーガ軸
等の掘削軸に形成した把持ドラムを前記筒状回転軸内周
に係止可能としたこと、および、シリンダーによる昇降
脚下端間に、締め付け可能なチャック装置を配設するこ
と、さらに、掘削軸は、軸周面から離れ、かつ、周方向
に沿って湾曲する圧密翼を備えることを要旨とするもの
である。
SUMMARY OF THE INVENTION In order to achieve the above object, the present invention provides a crawler-type heavy machine in which a short leader mast is provided so as to be able to move up and down, and a cylindrical rotary shaft is provided in a drive device having left and right cylinder lifting legs. Is raised so that the lower part is slightly downward, and penetrates up and down, this driving device is engaged with the leader of the leader mast so as to be able to move up and down, and the gripping drum formed on the excavation shaft such as an auger shaft is used. The inner periphery of the cylindrical rotary shaft can be locked, and a chuck device that can be tightened is disposed between the lower ends of the lifting legs by the cylinder. Further, the excavating shaft is separated from the shaft peripheral surface, and The gist of the present invention is to provide a consolidation wing curved in a direction.

【0010】[0010]

【作用】請求項1記載の本発明によれば、オーガ軸等の
掘削軸はこれに形成した把持ドラムを筒状回転軸内周に
係止することで、この筒状回転軸により回転駆動され、
地盤を掘削する。そして、掘削軸は筒状回転軸の上端付
近に係止されるのと、下端付近に係止されるのとで該筒
状回転軸の長さ分だけ地盤への挿入長を調整でき、さら
に短尺なリーダマストを昇降する駆動装置でこの筒状回
転軸が上下に往復運動することに伴い、尺取り虫式に掘
削軸を地盤に送り込み、また、引き上げることができ
る。
According to the first aspect of the present invention, an excavating shaft such as an auger shaft is driven to rotate by the cylindrical rotating shaft by locking a gripping drum formed on the excavating shaft on the inner periphery of the cylindrical rotating shaft. ,
Excavate the ground. And since the excavation shaft is locked near the upper end of the cylindrical rotary shaft and locked near the lower end, the insertion length into the ground can be adjusted by the length of the cylindrical rotary shaft, and The excavation shaft can be sent to the ground in the form of a worm, and can be lifted with the drive device that moves up and down the short leader mast, as the cylindrical rotary shaft reciprocates up and down.

【0011】掘削作業を終了し、駆動装置をリーダマス
トから外せば、クローラ形式の重機はこの短尺なリーダ
マスト7だけのものとなる。そして、リーダマストはこ
れを傾倒させることにより、邪魔にならないようにして
重機を移動できる。
When the excavation operation is completed and the driving device is removed from the leader mast, the crawler type heavy machine becomes only the short leader mast 7. By tilting the leader mast, the heavy equipment can be moved out of the way.

【0012】さらに連続した削孔を行うなど、作業を続
行する上で、駆動装置を着けたまま移動する際も駆動装
置を短尺なリーダマストの下方に位置させて筒状回転軸
がリーダマストに並ぶようにすれば、重心を低くして安
定して移動できる。
In order to continue work, such as performing continuous drilling, the drive device is positioned below the short leader mast when moving while the drive device is being worn, and the cylindrical rotary shaft is moved to the leader mast. If they are arranged side by side, the center of gravity can be lowered to allow stable movement.

【0013】請求項2記載の本発明によれば、前記作用
に加えて、チャック装置は掘削軸の掘削に際する芯出し
を行うとともに、掘削軸の継ぎ足し等を行う場合に孔内
にある掘削軸の上端の保持を行う。
According to the second aspect of the present invention, in addition to the above-described operation, the chuck device performs centering for excavation of the excavation shaft and excavation existing in the hole when performing addition or the like of the excavation shaft. Hold the upper end of the shaft.

【0014】請求項3記載の本発明によれば、掘削軸は
その先端の掘削ヘッドで玉石、転石混じりの地盤では玉
石等を切削し、また、岩盤ではこれを切削して穿孔し、
このような穿孔にもとない掘削土砂もしくは掘削土砂と
ベントナイト液等の安定液との混練物が圧密翼で孔壁に
塗着され、孔壁圧密を行う。
According to the third aspect of the present invention, the excavation shaft is used to cut cobble stones and the like in the ground containing a boulder and a boulder by the excavation head at the tip thereof, and to cut and drill the cobble stones in the rock mass.
The excavated earth or the kneaded material of the excavated earth and the stabilizing liquid such as bentonite liquid is applied to the hole wall by the consolidation blade to perform hole wall consolidation.

【0015】ボイド率はローム層では約60〜70%、砂層
では約35〜45%、礫層では約25〜35%であるが、前記孔
壁圧密によりボイド率を変化させ、いわば地盤の緩みに
よる締め付け作用を低下させて掘削効率を上げることが
できる。また、掘削土砂はこのような孔壁圧密に利用さ
れることで、地上に全く排出されないか、排出されても
その量は少なくてすむ。
The void ratio is about 60-70% in the loam layer, about 35-45% in the sand layer, and about 25-35% in the gravel layer. However, the void ratio changes due to the pore wall consolidation, so-called loosening of the ground. The excavating efficiency can be increased by reducing the tightening action of the drill. In addition, since the excavated earth and sand is used for such hole wall consolidation, the excavated earth and sand is not discharged at all on the ground, or the amount of discharge is small.

【0016】また、圧密された孔壁の掘削孔内にコンク
リートパイル、H型鋼、鋼管などを建込んだ際には、こ
の孔壁が緩みながらこれらコンクリートパイル、H型
鋼、鋼管などの周面を締め付けることになり、安定した
杭が得られる。
Further, when a concrete pile, an H-shaped steel, a steel pipe, or the like is built in an excavated hole of a consolidated hole wall, the peripheral surface of the concrete pile, the H-shaped steel, the steel pipe, or the like is loosened while the hole wall is loosened. As a result, a stable pile can be obtained.

【0017】[0017]

【実施例】以下、図面について本発明の実施例を詳細に
説明する。図1は本発明の掘削機の1実施例を示す側面
図、図2は同上要部の正面図、図3は同上平面図で、図
中5は履帯5aを走行手段として有するクローラ形式の
重機で、その前後にはアウトリガー6を設けている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below in detail with reference to the drawings. FIG. 1 is a side view showing one embodiment of an excavator according to the present invention, FIG. 2 is a front view of a main part of the excavator, FIG. 3 is a plan view of the excavator, and 5 is a crawler type heavy equipment having a crawler belt 5a as a traveling means. An outrigger 6 is provided before and after that.

【0018】この重機5に短尺なリーダマスト7を、そ
の下端を軸着し、また、上端を両端部を軸着した斜め掛
けのシリンダー8で回転自在に支承することで起伏自在
に設ける。このリーダマスト7の下端軸着部は支持杆9
により構成されるが、スライドジャッキ10で前後動自在
とした。図中7aは前記リーダマスト7のリーダであ
る。
A short leader mast 7 is rotatably supported on the heavy equipment 5 by rotatably supporting a lower end thereof by means of a diagonally hung cylinder 8 having its lower end pivotally mounted and its upper end pivotally mounted at both ends. The lower end of the leader mast 7 is attached to a support rod 9.
, But can be moved back and forth by the slide jack 10. In the figure, reference numeral 7a denotes a leader of the leader mast 7.

【0019】図中11はモータ12を立ち上げ、これが結合
する減速機を内部に設けた駆動装置で、減速機が外周に
結合するものとして、ガイドケーシングともいうべき筒
状回転軸13を下方が少し下側に出るようにして上下に貫
通するように立上げる。
In the figure, reference numeral 11 denotes a drive device in which a motor 12 is started, and a reduction gear to which the motor 12 is connected is provided therein. Stand up a little below and penetrate up and down.

【0020】また、駆動装置11の左右にシリンダーによ
る昇降脚14を設けてこれで地上から立設するようにし、
さらに、背後には湾曲アーム状の係合金物15を設け、こ
れで前記短尺なリーダマスト7のリーダ7aに昇降自在
に係合させた。
Further, a lifting leg 14 by a cylinder is provided on the left and right sides of the driving device 11 so as to be erected from the ground.
Further, a curved arm-shaped engaging hardware 15 is provided at the back, and the engaging hardware 15 is engaged with the leader 7a of the short leader mast 7 so as to be able to move up and down.

【0021】図4に本発明で使用する掘削軸16を示す
が、スクリュー軸であるオーガ軸の変形として断続的な
スクリュー羽根を攪拌翼17として軸周囲に設け、さら
に、軸周面から離れ、かつ、周方向に沿って湾曲する圧
密翼18を設ける。なお、掘削軸16は複数継ぎ足し可能
で、先端には掘削ヘッド(図示せず)を接続する。
FIG. 4 shows an excavating shaft 16 used in the present invention. As a modification of the auger shaft which is a screw shaft, intermittent screw blades are provided as stirring blades 17 around the shaft, and further separated from the shaft peripheral surface. In addition, a consolidation wing 18 that is curved along the circumferential direction is provided. A plurality of excavating shafts 16 can be added, and an excavating head (not shown) is connected to the tip.

【0022】前記掘削軸16の上端部分に把持ドラム19を
取り付け、この把持ドラム19を介して前記筒状回転軸13
の内部に挿入し、下方へ突出させた掘削軸16を係止可能
とした。把持ドラム19の上に出る掘削軸16の上端にはセ
メントミルク等の固化液注入用のスイベル22を設ける。
A gripping drum 19 is attached to an upper end portion of the excavating shaft 16, and the cylindrical rotary shaft 13 is
And the excavating shaft 16 projecting downward was lockable. A swivel 22 for injecting a solidified liquid such as cement milk is provided at the upper end of the excavating shaft 16 that emerges above the gripping drum 19.

【0023】前記把持ドラム19による筒状回転軸13の内
周への係止方法としては、図示の例では、筒状回転軸13
にシリンダー等でピンが内側に突出するロック装置21を
上下に適宜間隔に設ける。また、係止方法はこの他にボ
ルト止めや、押圧棒や押圧片を把持ドラム19側に設ける
ことなどが考えられる。
In the illustrated example, the cylindrical rotating shaft 13 is held by the gripping drum 19 on the inner periphery of the cylindrical rotating shaft 13.
A lock device 21 with a pin protruding inward by a cylinder or the like is provided at appropriate intervals vertically. In addition, as the locking method, other methods such as bolting and providing a pressing rod or a pressing piece on the gripping drum 19 side can be considered.

【0024】また、図中20は掘削軸16のチャック装置
で、周囲に接地プレート20aを張り出したセンターホー
ル式のもので、ホール周面にはシリンダー20bでホール
径を狭める押圧板20cを配した。このチャック装置20は
前記シリンダーによる昇降脚14の下端間に、この昇降脚
14で前記接地プレート20aを踏み付けるようにして配設
する。
In the figure, reference numeral 20 denotes a chuck device for the excavating shaft 16, which is a center hole type having a ground plate 20a projecting therearound, and a pressing plate 20c for narrowing the hole diameter by a cylinder 20b is arranged around the hole. . The chuck device 20 is provided between the lower ends of the lifting legs 14 by the cylinder.
At 14, the ground plate 20 a is arranged so as to be stepped on.

【0025】次に、使用法および動作について説明す
る。掘削軸16は筒状回転軸13の上部開口から差し入れ、
ロック装置21で把持ドラム19を筒状回転軸13の内周に係
止する。また、昇降脚14を伸長させて駆動装置11は短尺
なリーダマスト7の上部に位置させておく。
Next, usage and operation will be described. The drilling shaft 16 is inserted from the upper opening of the cylindrical rotary shaft 13,
The gripping drum 19 is locked on the inner circumference of the cylindrical rotary shaft 13 by the lock device 21. The drive unit 11 is positioned above the short leader mast 7 by extending the lifting leg 14.

【0026】モータ12を駆動すると減速機を介して筒状
回転軸13が回転し、それに伴い掘削軸16が回転駆動さ
れ、地盤を掘削する。
When the motor 12 is driven, the cylindrical rotary shaft 13 is rotated via the speed reducer, and the excavating shaft 16 is accordingly driven to rotate to excavate the ground.

【0027】掘削軸16はその先端の掘削ヘッドで玉石、
転石混じりの地盤では玉石等を切削し、また、岩盤では
これを切削して穿孔し、このような穿孔にもとない掘削
土砂もしくは掘削土砂とベントナイト液等の安定液との
混合が攪拌翼17でなされ、その混練物が圧密翼18で孔壁
に塗着される。
The excavating shaft 16 is a cobblestone with the excavating head at the tip thereof.
Cobbled stones and the like are cut on rock-mixed ground, and drilled and drilled on rock, and the mixing of excavated soil or excavated soil and stable liquid such as bentonite liquid based on such drilling is performed by a stirring blade 17. The kneaded material is applied to the hole wall by the consolidation wing 18.

【0028】この掘削軸16での掘削は、セメントミルク
等の固化材を注出しながら行ってもよい。また、チャッ
ク装置20は掘削軸16の掘削に際する振れ止めとして作用
して芯出しを行う。
The excavation with the excavation shaft 16 may be performed while pouring a solidified material such as cement milk. In addition, the chuck device 20 acts as a steady rest during excavation of the excavation shaft 16 and performs centering.

【0029】筒状回転軸13は昇降脚14をフリーとした際
の駆動装置11の下降とともに下降するが、前記把持ドラ
ム19は筒状回転軸13の上端付近に係止されているものと
して、この筒状回転軸13が下降位置にきた場合に把持ド
ラム19への係止を解除し、昇降脚14を伸ばして再度駆動
装置11を上昇させ、今度は筒状回転軸13の下端位置に把
持ドラム19を係止し直す。これでさらに掘削軸16を地盤
に挿入することができる。
The cylindrical rotary shaft 13 descends with the lowering of the driving device 11 when the lifting leg 14 is set free. The gripping drum 19 is assumed to be locked near the upper end of the cylindrical rotary shaft 13. When the cylindrical rotary shaft 13 comes to the lowered position, the locking to the gripping drum 19 is released, the elevating leg 14 is extended, and the driving device 11 is moved up again. The drum 19 is locked again. This allows the excavation shaft 16 to be further inserted into the ground.

【0030】このように短尺なリーダマスト7を昇降す
る駆動装置11でこの筒状回転軸13が上下に往復運動する
ことに伴い、尺取り虫式に掘削軸16を適宜継ぎ足しなが
ら地盤に送り込み、削孔を行う。
As the cylindrical rotary shaft 13 reciprocates up and down by the driving device 11 for raising and lowering the short leader mast 7, the excavating shaft 16 is fed into the ground while appropriately adding the excavating shaft 16 in the form of a worm. I do.

【0031】引上げの際も同様であり、継ぎ足した掘削
軸16を適宜分離するにはチャック装置20で孔内に残る掘
削軸16を保持してその上部分を外すようにする。
The same applies to the case of pulling up. In order to appropriately separate the drilling shaft 16 that has been added, the chucking device 20 holds the drilling shaft 16 remaining in the hole and removes the upper part thereof.

【0032】なお、図示は省略するが、他の使用法とし
て筒状回転軸13内にケーシングをセットし、このケーシ
ングで地盤をコア状に掘削することもできる。
Although not shown, a casing can be set in the cylindrical rotating shaft 13 as another usage, and the ground can be excavated in a core shape with the casing.

【0033】また、図5に示すように、モンケン23を筒
状回転軸13内に配設するようにして杭の打撃を行うこと
もできる。図中24はシリンダー25を駆動源とするモンケ
ン23の駆動装置で、これは筒状回転軸13の上部に結合さ
せる。
Further, as shown in FIG. 5, the pile can be hit by disposing the monken 23 inside the cylindrical rotary shaft 13. In the figure, reference numeral 24 denotes a driving device of the monken 23 using a cylinder 25 as a driving source, which is coupled to an upper portion of the cylindrical rotary shaft 13.

【0034】掘削作業を終了し、駆動装置11をリーダマ
スト7から外せば、クローラ形式の重機5はこの短尺な
リーダマスト7だけのものとなる。そして、図1に示す
ようにリーダマスト7はこれを傾倒させることにより、
邪魔にならないようにして重機5を移動できる。
When the excavation operation is completed and the drive unit 11 is removed from the leader mast 7, the crawler type heavy equipment 5 is only the short leader mast 7. Then, as shown in FIG. 1, the leader mast 7 tilts the
The heavy equipment 5 can be moved out of the way.

【0035】さらに連続した削孔を行うなど、作業を続
行する上で、駆動装置11を着けたまま移動する際も駆動
装置11を短尺なリーダマスト7の下方に位置させて筒状
回転軸13がリーダマスト7に並ぶようにすれば、重心を
低くして安定して移動できる。
In order to continue the work, such as performing continuous drilling, the driving device 11 is positioned below the short leader mast 7 when moving while the driving device 11 is being worn. If they are arranged in line with the leader mast 7, the center of gravity can be lowered and the vehicle can be moved stably.

【0036】[0036]

【発明の効果】以上述べたように本発明の掘削機は、オ
ーガ軸等の回転駆動する錐揉み式の掘削軸を使用する場
合でも、リーダマストは短尺なものですみ、全体として
コンパクトな重機となるものである。
As described above, the excavator according to the present invention requires only a short leader mast even when using a drilling type excavating shaft such as an auger shaft which is rotationally driven, and is compact as a whole. It is what becomes.

【0037】また、重心が高くならず、常に安定した状
態を保つことができて安全性が高いものである。
Further, the center of gravity does not become high, and a stable state can be always maintained, so that the safety is high.

【0038】しかも、請求項3記載の本発明では孔壁圧
密を行うことで掘削性能に優れるものとなる。
Further, in the present invention according to the third aspect, excavation performance is improved by performing hole wall consolidation.

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

【図1】本発明の掘削機の1実施例を示す側面図であ
る。
FIG. 1 is a side view showing one embodiment of an excavator according to the present invention.

【図2】本発明の掘削機の1実施例を示す要部の正面図
である。
FIG. 2 is a front view of a main part showing one embodiment of the excavator of the present invention.

【図3】本発明の掘削機の1実施例を示す平面図であ
る。
FIG. 3 is a plan view showing an embodiment of the excavator according to the present invention.

【図4】本発明の掘削機で使用する掘削軸の正面図であ
る。
FIG. 4 is a front view of a drilling shaft used in the excavator of the present invention.

【図5】本発明の掘削機の他の使用例を示す側面図であ
る。
FIG. 5 is a side view showing another example of use of the excavator of the present invention.

【図6】従来例を示す側面図である。FIG. 6 is a side view showing a conventional example.

【符号の説明】[Explanation of symbols]

1…重機 2…リーダマスト 2a…リーダ 2b…トップシー
ブ 3…駆動装置 4…オーガスクリ
ュー 5…重機 5a…履帯 6…アウトリガー 7…リーダマスト 7a…リーダ 8…シリンダー 9…支持杆 10…スライドジャ
ッキ 11…駆動装置 12…モータ 13…筒状回転軸 14…昇降脚 15…係合金物 16…掘削軸 17…攪拌翼 18…圧密翼 19…把持ドラム 20…チャック装置 20a…接地プレート 20b…シリンダー 20c…押圧板 21…ロック装置 22…スイベル 23…モンケン 24…駆動装置 25…シリンダー
DESCRIPTION OF SYMBOLS 1 ... Heavy machine 2 ... Leader mast 2a ... Leader 2b ... Top sheave 3 ... Drive device 4 ... Auger screw 5 ... Heavy machine 5a ... Crawler belt 6 ... Outrigger 7 ... Leader mast 7a ... Leader 8 ... Cylinder 9 ... Support rod 10 ... Slide jack 11 ... Drive device 12 ... Motor 13 ... Cylindrical rotary shaft 14 ... Elevating leg 15 ... Engagement hardware 16 ... Drilling shaft 17 ... Stirring blade 18 ... Consolidation blade 19 ... Gripping drum 20 ... Chuck device 20a ... Ground plate 20b ... Cylinder 20c ... Pressing plate 21… Lock device 22… Swivel 23… Monken 24… Drive device 25… Cylinder

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 クローラ形式の重機に短尺なリーダマス
トを起伏自在に設け、左右にシリンダーによる昇降脚を
設けた駆動装置に筒状回転軸を下方が少し下側に出るよ
うにして上下に貫通するように立上げ、この駆動装置を
前記リーダマストのリーダに昇降自在に係合させ、オー
ガ軸等の掘削軸に形成した把持ドラムを前記筒状回転軸
内周に係止可能としたことを特徴とする掘削機。
1. A crawler type heavy machine is provided with a short leader mast so as to be able to move up and down, and a cylindrical rotary shaft is penetrated up and down so that a lower part of the drive unit is provided with left and right elevating legs. The driving device is vertically engaged with the leader of the leader mast so that a gripping drum formed on an excavation shaft such as an auger shaft can be locked on the inner periphery of the cylindrical rotary shaft. Excavator featuring.
【請求項2】 シリンダーによる昇降脚下端間に、締め
付け可能なチャック装置を配設する請求項1記載の掘削
機。
2. The excavator according to claim 1, wherein a tightenable chuck device is provided between the lower ends of the lifting legs by the cylinder.
【請求項3】 掘削軸は、軸周面から離れ、かつ、周方
向に沿って湾曲する圧密翼を備える請求項1および請求
項2記載の掘削機。
3. The excavator according to claim 1, wherein the excavating shaft includes a consolidation wing that is separated from the shaft peripheral surface and curved along the circumferential direction.
JP6029386A 1994-02-28 1994-02-28 Excavator Expired - Fee Related JP2645976B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6029386A JP2645976B2 (en) 1994-02-28 1994-02-28 Excavator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6029386A JP2645976B2 (en) 1994-02-28 1994-02-28 Excavator

Publications (2)

Publication Number Publication Date
JPH07238767A JPH07238767A (en) 1995-09-12
JP2645976B2 true JP2645976B2 (en) 1997-08-25

Family

ID=12274706

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6029386A Expired - Fee Related JP2645976B2 (en) 1994-02-28 1994-02-28 Excavator

Country Status (1)

Country Link
JP (1) JP2645976B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008255603A (en) * 2007-04-03 2008-10-23 Toda Constr Co Ltd Driving method of inner excavation pile under low and narrow restriction
JP2013087582A (en) * 2011-10-21 2013-05-13 Takenaka Komuten Co Ltd Excavation rod and excavation method
JP6570184B2 (en) * 2016-09-27 2019-09-04 株式会社エムエルティーソイル Drilling rig

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0444706Y2 (en) * 1987-05-29 1992-10-21
JPH04203091A (en) * 1990-11-30 1992-07-23 Tokyu Constr Co Ltd Earth auger device

Also Published As

Publication number Publication date
JPH07238767A (en) 1995-09-12

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