JP4378751B2 - Drill hole bending correction device - Google Patents

Drill hole bending correction device Download PDF

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JP4378751B2
JP4378751B2 JP2004043623A JP2004043623A JP4378751B2 JP 4378751 B2 JP4378751 B2 JP 4378751B2 JP 2004043623 A JP2004043623 A JP 2004043623A JP 2004043623 A JP2004043623 A JP 2004043623A JP 4378751 B2 JP4378751 B2 JP 4378751B2
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excavation
head
reaction force
excavation head
force plate
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JP2005207202A (en
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衛 浜野
光俊 鳥飼
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Sanwa Kizai Co Ltd
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Description

本発明は、アースオーガ等の回転掘削機の孔掘削時における掘削孔曲り修正装置に関する。  The present invention relates to an excavation hole bending correcting device during excavation of a rotary excavator such as an earth auger.

従来、例えばクローラにリーダマストを垂直に支持させ、該リーダマストに昇降自在に支持されたモータ等の回転駆動部にスクリューオーガの上端を接続したアースオーガ等の回転掘削機において、該スクリューオーガの回転により地中に垂直縦孔を掘削して行く途中で地盤内の状態や障害物の存在等によりスクリューオーガの掘削方向が曲った場合、該スクリューオーガを所要高さに引上げた後、その曲り方向及び曲がり角度に応じてリーダマストを傾斜させるか、クローラを移動させる操作を行って、再びスクリューオーガの掘削を行う方法が知られているが、この方法は操作が大掛かりで危険を伴うばかりではなく、掘削方向の修正が正確さに欠ける難点があった。  Conventionally, for example, in a rotary excavator such as an earth auger in which a crawler supports a leader mast vertically and the upper end of a screw auger is connected to a rotary drive unit such as a motor supported to be movable up and down on the leader mast. If the excavation direction of the screw auger bends due to the condition in the ground or the presence of obstacles while excavating the vertical vertical hole in the ground by rotation, the screw auger is pulled up to the required height and then bent There is a known method of excavating the screw auger by inclining the leader mast or moving the crawler according to the direction and bending angle, but this method is large and dangerous. However, there was a difficulty in correcting the excavation direction.

そこで、地上に起立された作業ロッド支持体に、回転駆動部から回転を伝達される中空作業ロッドを昇降自在に支持させた掘削機において、上記作業ロッドの下端に、掘削ヘッドを該作業ロッドの軸心延長線についてユニバーサル方向に首振り回転自在に連結すると共に、上記掘削ヘッドの軸心に掘削ヘッド支持ロッドを回転自在に縦通し、上記作業ロッドの中空内に首振り操作ロッド下端と上記掘削へッド支持ロッド上端とを、該首振り操作ロッドの上下動により上記掘削ヘッドを首振りさせる首振り機構を介して回転伝達可能に連結し、上記首振り操作ロッドを上下動させる駆動手段及び回転させる駆動手段を備えた掘削機における掘削作業ロッドの掘削方向修正装置が提案されている。(特許文献1参照)
特開平7−113389
Therefore, in an excavator in which a hollow work rod transmitted from the rotation drive unit is supported to be raised and lowered on a work rod support body standing on the ground, an excavation head is attached to the lower end of the work rod. The shaft extension line is connected in a universal direction so as to be swingable and rotatable, and a drilling head support rod is rotatably passed through the shaft center of the drilling head. A driving means for connecting the upper end of the head support rod with a swing mechanism that swings the excavation head by the vertical movement of the swing operation rod so as to be able to transmit the rotation, and for vertically moving the swing operation rod; An excavation direction correcting device for an excavation work rod in an excavator provided with a rotating drive means has been proposed. (See Patent Document 1)
JP 7-113389 A

しかるに、特許文献1の方法は曲り修正用に別モータを載置し、首振り操作用ロッドを設け、そのロッドを独自回転させる機構を持たせる等、装置が複雑である。  However, the method of Patent Document 1 has a complicated apparatus, such as mounting another motor for bending correction, providing a swing operation rod, and providing a mechanism for rotating the rod independently.

本発明は、装置の複雑化を避け、その上操作も自動化でき修正が確実な掘削孔曲り修正装置を提供することを課題としてなされたものである。  SUMMARY OF THE INVENTION An object of the present invention is to provide an excavation hole bending correcting device which can avoid the complication of the apparatus and can also automate the operation and be surely corrected.

課題を解決しようとする手段Means to solve the problem

上記課題を解決する手段として本発明は、アースオーガ等の回転掘削機において、先端の掘削ヘッド一端に拡大時には掘削ヘッドの外径より一部分が大径に突出し、縮小時には掘削ヘッドの外径内に収まる拡縮自在の反力板を設け、該反力板を掘削ヘッドの回転に同期して1周に1回特定区間で突出させる機構を有することを特徴とする掘削孔曲り修正装置及び方法にある。  As a means for solving the above-mentioned problems, the present invention provides a rotary excavator such as an earth auger. An excavation hole bending correcting apparatus and method characterized by comprising a retractable reaction force plate that can be accommodated and having a mechanism for projecting the reaction force plate once in a specific section once per revolution in synchronization with the rotation of the excavation head. .

こうしたことにより、掘削方向の曲がりが検出された場合、傾斜方向の外縁で該反力板を特定回転位置にて同期させ拡縮させれば、その反力により障害物や硬質地盤側の掘削が進み、曲り修正が可能となる。  As a result, when bending in the excavation direction is detected, if the reaction force plate is synchronized with a specific rotational position at the outer edge in the inclined direction and expanded or contracted, excavation of the obstacle or hard ground side proceeds due to the reaction force. The bend can be corrected.

発明の効果The invention's effect

本発明によれば、特許文献1の方法に比し、装置の複雑化を避けられ、掘削方向に曲りが生じた場合に掘削方向を修正しながら施工するので、スクリューオーガを一旦所定の高さまで引上げるといった大掛かりで危険を伴う操作を回避することができる。  According to the present invention, as compared with the method of Patent Document 1, the construction of the apparatus can be avoided, and when the bending occurs in the excavation direction, the excavation direction is corrected and the construction is performed. It is possible to avoid a dangerous operation with a large scale such as pulling up.

また本発明によれば、方向修正を自動で行えるので人的なタイミングのずれ等の不安定要素がなく、更なる施工精度の向上を図ることができると共に観測者を常時は位置する必要も内の経費削減にも寄与することができる。  Further, according to the present invention, since the direction can be automatically corrected, there is no unstable element such as a shift in human timing, so that the construction accuracy can be further improved and the observer needs to be always located. It can also contribute to cost reduction.

以下、本発明を図面に示す実施の形態を参照して説明する。  The present invention will be described below with reference to embodiments shown in the drawings.

図1は本発明を実施するに用いる回転掘削機の一実施形態を示すアースオーガの側面図で、自走可能なクローラ型のベースマシン1にその前部の支持部2とステー3とにより直立状態に立設されるリーダマスト4の前面側のガイドレール5に駆動部6が昇降自在に支持されてリーダマスト4の上端のトップシーブ7を経由するワイヤーロープ8により吊持ちされ、ベースマシン1に搭載のウインチ(図示省略)による巻上げ巻下げにより昇降されるようになっており、この駆動部6の出力軸下端に設けられた油圧スイベル装置9を経てスクリューロッド10が連結され、該スクリューロッド10下端の掘削ヘッド11により垂直縦孔を掘削するようになっている。  FIG. 1 is a side view of an earth auger showing an embodiment of a rotary excavator used for carrying out the present invention. A self-propelled crawler-type base machine 1 is supported upright by a front support portion 2 and a stay 3. The drive unit 6 is supported by the guide rail 5 on the front side of the leader mast 4 erected in a state so as to be movable up and down, and is suspended by a wire rope 8 passing through the top sheave 7 at the upper end of the leader mast 4. The screw rod 10 is connected by way of a hydraulic swivel device 9 provided at the lower end of the output shaft of the drive unit 6, and the screw rod 10 is connected to the screw rod 10. A vertical vertical hole is excavated by an excavation head 11 at the lower end of 10.

また、該スクリューロッド10内には上記油圧スイベル装置9からの油圧配管(図示省略)が設けられており、掘削ヘッド11の反力板拡縮用油圧シリンダ12に連結されている。この他、該スクリューロッド10内には下部に傾斜計(図示省略)が取付けられている。  In addition, a hydraulic pipe (not shown) from the hydraulic swivel device 9 is provided in the screw rod 10, and is connected to a reaction force plate expansion / contraction hydraulic cylinder 12 of the excavation head 11. In addition, an inclinometer (not shown) is attached to the lower portion of the screw rod 10.

図2は図1の掘削ヘッド11部分の拡大図であり、掘削ヘッド11のロッド及びスクリューに油圧シリンダ12が内設されており、この油圧シリンダのピストン部先端に拡大時には掘削ヘッド11の外径より一部分が大径に突起し、縮小時には掘削ヘッド11の外径内に収まる拡縮自在の反力板13が設けられている。  FIG. 2 is an enlarged view of the excavation head 11 portion of FIG. 1. A hydraulic cylinder 12 is provided in the rod and screw of the excavation head 11, and the outer diameter of the excavation head 11 is enlarged at the piston portion tip of the hydraulic cylinder. A part of the reaction plate 13 that protrudes larger in diameter and that can be accommodated within the outer diameter of the excavation head 11 when reduced is provided.

尚、図3は本発明の反力板拡縮概念図及び曲り修正概念図であり、また地上には前記傾斜計からの傾斜角度と傾斜方向の検出信号が送られ、この信号に基き設定された傾斜角以上になった場合、掘削孔傾斜方向最外縁bを中心とする近傍特定回転区間aで反力板13を突出させ、その特定回転区間aを過ぎたとき反力板13を元の位置に引込させ、検出信号が設定傾斜角以内に収まるまで油圧により反力板13を拡縮させる制御装置(図示省略)が設置されている。該反力板13の拡縮は油圧方式に限るものではなく他の動力によるカム方式や電動ギア方式でもよく、特定回転区間aで拡縮を同期させる方式も一般的なものでよい。また、反力板の突出から引込の区間は土質、障害物等によって設定することが好ましい。  FIG. 3 is a conceptual diagram of reaction force plate expansion / contraction and a bending correction conceptual diagram of the present invention, and a detection signal of an inclination angle and an inclination direction from the inclinometer is sent to the ground and set based on this signal When the inclination angle is greater than or equal to the inclination angle, the reaction force plate 13 is protruded in the vicinity specific rotation section a centering on the outermost edge b in the inclination direction of the excavation hole. And a control device (not shown) is installed that expands and contracts the reaction force plate 13 by hydraulic pressure until the detection signal falls within the set inclination angle. The expansion / contraction of the reaction force plate 13 is not limited to the hydraulic system, but may be a cam system or an electric gear system using other power, and a general system for synchronizing expansion / contraction in the specific rotation section a may be used. Moreover, it is preferable to set the area | region from the protrusion of a reaction force board to drawing-in with soil, an obstruction, etc.

次に実施の形態の作用を図1〜図3を参照して説明する。  Next, the operation of the embodiment will be described with reference to FIGS.

まず、削孔すべき地盤の近傍にベースマシン1を移動させ、駆動部6を駆動してスクリューロッド10回転させ、これに連結されている掘削ヘッド11を回動してその掘削ヘッド11部により地盤を掘削しつつワイヤーロープ8を緩めてスクリューロッド10及び掘削ヘッド11を自重降下させ、掘削を進める。  First, the base machine 1 is moved to the vicinity of the ground to be drilled, the drive unit 6 is driven to rotate the screw rod 10, and the excavation head 11 connected thereto is rotated to rotate the excavation head 11. While excavating the ground, the wire rope 8 is loosened, the screw rod 10 and the excavation head 11 are lowered by their own weight, and excavation proceeds.

上記掘削時には、スクリューロッド10の重量を掘削ヘッド11にかけながら降下するが、その途中で地盤の状態や障害物の存在等により掘削方向に曲がりが生じることがある。  During the excavation, the screw rod 10 is lowered while applying the weight of the screw rod 10 to the excavation head 11. However, the excavation direction may be bent during the excavation due to the state of the ground or the presence of an obstacle.

掘削方向の曲がりは傾斜計(図示省略)が検出し、その信号が地上の制御装置(図示省略)に絶えず送られてきているが、設定値以上の曲がりが生じると、制御装置の司令で反力板拡縮油圧シリンダ12に反力板13が傾斜方向最外縁bを中心とする近傍特定回転区間aに来たとき反力板13が突出すための圧油が送られ、その区間を過ぎたとき反力板13を元の位置に引込せる油圧制御(図3−1)が働く。この反力板13の反力を受けて傾斜方向最外縁bの逆側(図3−2の矢印C方向)に掘削方向が修正されていくことになる。  The bend in the excavation direction is detected by an inclinometer (not shown), and the signal is constantly sent to the control device (not shown) on the ground. When the reaction force plate 13 comes to the vicinity specific rotation section a centering on the outermost edge b in the tilt direction, the pressure oil for the reaction force plate 13 to project is sent to the force plate expansion / contraction hydraulic cylinder 12 and past that section. Occasionally, hydraulic control (FIG. 3-1) for retracting the reaction force plate 13 to its original position is activated. In response to the reaction force of the reaction force plate 13, the excavation direction is corrected to the opposite side of the outermost edge b in the tilt direction (the direction of arrow C in FIG. 3-2).

そして、傾斜計の検出信号が設定傾斜角以内に収まるまで掘削ロッド11の回転と同期して傾斜方向最外縁b側で油圧による反力板の拡縮が行われ、傾斜計の検出信号が設定傾斜角以内に収まれば、反力板の拡縮は自動的に停止し、その後もこの動作を繰り返しながら掘削され計画とおりの施工を可能とすることができる。  Then, until the detection signal of the inclinometer falls within the set inclination angle, the reaction plate is expanded and contracted by hydraulic pressure on the outermost edge b in the inclination direction in synchronization with the rotation of the excavating rod 11, and the detection signal of the inclinometer is If it falls within the corner, the expansion and contraction of the reaction force plate automatically stops, and after that, excavation is repeated while repeating this operation, and the construction as planned can be made possible.

本発明における回転掘削機の一実施形態であるアースオーガを示す側面図。  The side view which shows the earth auger which is one Embodiment of the rotary excavator in this invention. 図1の掘削ヘッド部拡大図。  FIG. 2 is an enlarged view of the excavation head part of FIG. 1. 本発明の反力板拡縮概念図及び曲り修正概念図。 3−1 図2のA−A断面における傾斜方向最外縁bを中心とする近傍特定回転区間aでの反力板突き出し概念図。 3−2 3−1図における掘削孔曲り方向修正概念図。  The reaction force board expansion-contraction conceptual diagram and bending correction conceptual diagram of this invention. 3-1 Reaction plate ejection conceptual diagram in the vicinity specific rotation section a centering on the outermost edge b in the inclination direction in the AA cross section of FIG. 3-2 Drilling hole bending direction correction conceptual diagram in FIG. 3-1.

符号の説明Explanation of symbols

6 駆動部
7 トップシーブ
9 油圧スイベル装置
10 スクリューロッド
11 掘削ヘッド
12 油圧シリンダ
13 反力板
a 特定回転区間
b 傾斜方向最外縁
c 修正方向
6 Driving part 7 Top sheave 9 Hydraulic swivel device 10 Screw rod 11 Excavation head 12 Hydraulic cylinder 13 Reaction force plate a Specific rotation section b Outermost edge in the tilt direction c Correction direction

Claims (2)

アースオーガ等の回転掘削機において、先端の掘削ヘッド一端に拡大時には掘削ヘッドの外径より一部分が大径に突出し、縮小時には掘削ヘッドの外径内に収まる拡縮自在の反力板を設け、該反力板を掘削ヘッドの回転に同期して1周に1回特定区間で突出させる機構を有することを特徴とする掘削孔曲り修正装置。  In a rotary excavator such as an earth auger, an expansion / contraction reaction force plate is provided at one end of the excavation head at the tip so that a part of the excavation head protrudes larger than the outer diameter of the excavation head and contracts within the outer diameter of the excavation head when reduced An excavation hole bending correcting device characterized by having a mechanism for projecting a reaction force plate once in a specific section in one rotation in synchronization with rotation of an excavation head. アースオーガ等の回転掘削機において、先端の掘削ヘッドに拡縮自在の反力板を設け、該反力板を掘削ヘッドの回転に同期して1周に1回、掘削孔傾斜方向外縁特定区間で掘削ヘッド外径より大径に突出させることを特徴とする掘削孔曲り修正方法。  In a rotary excavator such as an earth auger, a reaction plate that can be expanded and contracted is provided on the excavation head at the tip, and the reaction force plate is synchronized with the rotation of the excavation head once per round in the outer edge specific section of the excavation hole inclination direction. A method for correcting a drilling hole bend, wherein the outer diameter of the drilling head is larger than the outer diameter of the drilling head.
JP2004043623A 2004-01-21 2004-01-21 Drill hole bending correction device Expired - Fee Related JP4378751B2 (en)

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JP5516531B2 (en) * 2011-08-01 2014-06-11 マクロエンジニアリング株式会社 Ground improvement excavator
FR3068380B1 (en) * 2017-06-30 2020-12-11 Soletanche Freyssinet AUGER TYPE VERTICAL DRILLING SYSTEM EQUIPPED WITH A TRAJECTORY CORRECTION DEVICE
JP7370212B2 (en) * 2019-10-16 2023-10-27 株式会社安藤・間 Method and device for correcting hole bending in rotary drilling

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