JP3916747B2 - Ground improvement agitation head - Google Patents

Ground improvement agitation head Download PDF

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Publication number
JP3916747B2
JP3916747B2 JP03137998A JP3137998A JP3916747B2 JP 3916747 B2 JP3916747 B2 JP 3916747B2 JP 03137998 A JP03137998 A JP 03137998A JP 3137998 A JP3137998 A JP 3137998A JP 3916747 B2 JP3916747 B2 JP 3916747B2
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JP
Japan
Prior art keywords
rod
mud removal
ground improvement
stirring
ground
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
JP03137998A
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Japanese (ja)
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JPH11229368A (en
Inventor
崎 一 雄 山
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Sanwa Kizai Co Ltd
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Sanwa Kizai Co Ltd
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Filing date
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Priority to JP03137998A priority Critical patent/JP3916747B2/en
Publication of JPH11229368A publication Critical patent/JPH11229368A/en
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Publication of JP3916747B2 publication Critical patent/JP3916747B2/en
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Description

【0001】
【発明の属する技術分野】
本発明は掘削した地盤を改良するための地盤改良用撹拌ヘッドに関する。
【0002】
【従来の技術】
作業機械のタワーにそって昇降可能に支持される駆動部の出力軸に連結されて回転駆動自在に垂下されるロッドの下端部に上下方向複数段の撹拌翼が取付けられ、掘削土砂と地盤改良剤(薬液)とを撹拌混練して地盤の強化を図る地盤改良用撹拌ヘッドが従来から一般に用いられている。
【0003】
【発明が解決しようとする課題】
しかして上記従来の撹拌ヘッドでは、粘性土が多く含まれる地盤で使用した場合、図4に示すように掘削ロッドaの撹拌翼b,bに土砂cが付着し、この付着土砂cが次第に成長して撹拌翼b,b間を埋めつくし、遂には団子状となってしまい、そのため掘削土砂と薬液との混合撹拌機能を失ってしまうという問題があった。
【0004】
【課題を解決するための手段】
本発明は、複数段の撹拌翼間のロッドの周囲に掘削土砂が付着しても、地中において適時にこれを排除し、付着土砂が撹拌翼間で団子状に成長することを未然に防ぎ、撹拌機能を継続して維持させることができる地盤改良用撹拌ヘッドを提供することを課題としてなされたものである。
【0005】
上記課題を解決する手段として本発明は、駆動部に連結されて回転自在に垂下されるロッドの下端に複数段の撹拌翼が取付けられた地盤改良用撹拌ヘッドにおいて、前記複数段に設けられる撹拌翼間のロッドの外周に泥排除板を旋回動可能に取付け、前記撹拌翼の外端部にロッドの逆転により土砂の抵抗を受けて拡開自在な作動爪を設け、この作動爪と前記泥排除板とを連動機構により連結してなり、前記作動爪が拡開したとき前記連動機構を介して前記泥排除板がロッドから離間する方向に旋回動するようにしたことにある。
【0006】
前記連動機構は、前記作動爪の枢軸に対し偏心した位置と前記泥排除板の枢軸に対し離間した位置とをリンクで連結した構成とすることが簡単な構成で確実な作動をなさしめ得るので好ましい形態である。
【0007】
【発明の実施の形態】
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。
図1は本発明による撹拌ヘッドの一実施形態の正面図を示し、図2は図1のA−A矢視の断面図を示しており、ロッド1の下端に掘削ヘッド2を有する場合を示している。
【0008】
前記ロッド1はその上端が図示しない駆動部に連結されて掘削時には矢印イ方向への回転(正転)が与えられて竪穴を掘削するもので、その内部には地盤改良剤(セメントミルク)等の薬液を供給する薬液供給路3が設けられており、この薬液供給路3は前記掘削ヘッド2の中央部先端に開口されていて、掘削土砂中に薬液を吐出させるようになっている。
【0009】
前記掘削ヘッド2の上方のロッド1には、上下方向に所要の間隔をおいて複数段の撹拌翼4A,4B…が互いに90°位相を異にして半径方向に突設されている。この撹拌翼4A,4Bは、図2に見られるように平面形状が細長矩形状をなすブレード状のもので、その長さは前記掘削ヘッド2による掘削穴の直径(掘削径D)と略等しくされている。
【0010】
前記撹拌翼4A,4B…のうち、同位相の撹拌翼(符号4A,4Aで示す)の間のロッド1の外周面に一対の泥排除板5,5が設けられている。
【0011】
この泥排除板5,5は、前記ロッド1の外周面に接する側が該ロッド1の外周の半径に等しい円弧面に形成されたもので、その一端が前記ロッド1の撹拌翼4A,4Aと対応する位置の両側に突設された軸受部6,6に軸7,7により枢支され、この軸7,7を中心に各泥排除板5,5がロッド1から離反する方向に旋回動可能に取付けられている。
【0012】
一方、前記撹拌翼4A,4Aの先端には作動爪8,8の基部が軸9,9によりその先端8a,8aがロッド1の正転時の回転方向に対し後部側となる方向に水平面内で回動自在に取付けられている。この作動爪8,8は撹拌翼4A,4Aの長手方向に対し直角姿勢に回動したとき前記掘削ヘッド2による掘削穴の掘削径Dより内側に退去した位置(退去位置という)をとり、撹拌翼4A,4Aの長手方向にそう姿勢に回動したとき前記掘削径Dより外方に突出した位置(突出位置という)となるように形成されており、したがって前記ロッド1を逆転させたとき作動爪8,8の先端8a,8aが周囲の地盤に接触してその抵抗により突出状態に回動することができる。
【0013】
前記泥排除板5,5と前記作動爪8,8とは上下の撹拌翼4A,4Aの位置において連動機構10,10を介して連結され、前記作動爪8,8が地盤との抵抗を受けて突出方向に回動したとき前記泥排除板5,5がロッド1の外周面から離間する方向に旋回動するようになっている。
【0014】
図示の例では、前記作動爪8,8が退去位置(図2示の位置)におかれるときロッド1側となる位置に突設された軸受11,11と、前記泥排除板5,5の自由端5a,5aの外側面に突設された軸受12,12とにリンク13,13がピン14,15により回動自在に連結され、作動爪8,8が突出位置(図3示の位置)へ回動するにつれて泥排除板5,5が軸7,7を支点としてロッド1から離間する方向へ旋回されるように構成されている。
【0015】
なお図示の実施形態では、前記撹拌翼4A,4Aの間に位相が90°異なる撹拌翼4Bが存在しているため、前記泥排除板5,5の自由端5a,5a側から上記中間の撹拌翼4Bを避けるための切欠5b(図1示)が形成されている。
【0016】
次に作業手順について説明する。
【0017】
図示しない駆動部によりロッド1を正転駆動させ、その下端の掘削ヘッド2により地盤を削孔して行く。このときロッド1内の薬液供給路3を通じて薬液を供給し、掘削ヘッド2の下端から薬液を吐出させて撹拌翼4A,4B…により掘削土砂と薬液との混合撹拌を行なう。
【0018】
地盤が粘性土である場合、掘削された土砂の粘性により外方に突出している部材(撹拌翼)に付着して次第に成長し、究極において撹拌翼4A,4B…を包含した団子状(図4示)の状態になって掘削土砂と薬液との撹拌混合が不能になることがあるが、このような事態が生じないようにするため、適時に掘削作業を中断し、ロッド1の逆転駆動を行なう。
【0019】
ロッド1が逆転すると、撹拌翼4a,4aの先端の作動爪8,8はその先端8a,8aが周囲の地盤に当る際の抵抗を受けて図3の矢印ロ方向に回動し、この回動によりリンク13,13が引かれて泥排除板5,5が軸7,7を支点にロッド1から離間する方向に強制的に旋回動し、その動きによりロッド1をとり巻いていた土砂がずり動かされ、これがきっかけとなって団子状となった土砂が分割細分化されて撹拌翼4A,4A,4Bが再び露出し、本来の撹拌混合機能を復活する。このように粘性地盤の掘削時には上記作業を断続的に数回行なうことによって良好な地盤改良を行なうことができる。
【0020】
ロッド1を再び正転に戻して掘削作業を再開すれば、作業爪8,8は掘削ヘッド2により掘削された周囲の地盤に先端8a,8aが接触して退去位置に強制的に戻されるので、リンク13,13を介し泥排除板5,5は図2示のようにロッド1の外周にそう位置に戻される。
【0021】
なお前記泥排除板5,5は板状のものに限らず、櫛歯状のものとしてもよい。
【0022】
【発明の効果】
以上説明したように本発明によれば、粘性地質の地盤の改良時に撹拌翼およびその周辺に付着する土砂を適時にロッドを逆転させるだけで排除することができるので、常に掘削土砂と薬液との撹拌混合作用を良好に行なわせることができ、地盤の改良精度を著しく高めることができる。
【図面の簡単な説明】
【図1】本発明による撹拌ヘッドの一実施形態を示す要部の正面図。
【図2】図1のA−A矢視断面図。
【図3】図2の状態からロッドを逆転したときの作動説明図。
【図4】従来の不具合いを示す説明図。
【符号の説明】
1 ロッド
2 掘削ヘッド
3 薬液供給路
4A,4B 撹拌翼
5 泥排除板
8 作動爪
10 連動機構
13 リンク
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a ground improvement stirring head for improving excavated ground.
[0002]
[Prior art]
The upper and lower stirrer blades are attached to the lower end of a rod that is connected to the output shaft of a drive unit that is supported so as to be able to move up and down along the tower of the work machine. Conventionally, a ground improvement stirring head that stirs and kneads an agent (chemical solution) to strengthen the ground is generally used.
[0003]
[Problems to be solved by the invention]
Therefore, when the conventional stirring head is used in the ground containing a lot of viscous soil, as shown in FIG. 4, the earth and sand c adhere to the stirring blades b and b of the excavating rod a, and this attached earth and sand c gradually grows. As a result, the space between the stirring blades b and b is filled up, and finally becomes a dumpling, so that there is a problem that the mixing and stirring function of the excavated earth and sand is lost.
[0004]
[Means for Solving the Problems]
Even if excavated earth and sand adhere to the periphery of the rod between the stirrer blades of the plurality of stages, the present invention eliminates this in a timely manner in the ground and prevents the adhering earth and sand from growing in a dump shape between the agitator blades. An object of the present invention is to provide a ground improvement stirring head capable of continuously maintaining a stirring function.
[0005]
As a means for solving the above-mentioned problems, the present invention provides a ground improvement stirring head in which a plurality of stirrer blades are attached to the lower end of a rod that is coupled to a drive unit and is freely suspended. A mud removal plate is attached to the outer periphery of the rod between the blades so as to be capable of swiveling, and an operating claw is provided at the outer end of the stirring blade that can be expanded by receiving the resistance of earth and sand due to the reverse rotation of the rod. An exclusion plate is connected by an interlocking mechanism, and when the operating claw is expanded, the mud exclusion plate is pivoted in a direction away from the rod via the interlocking mechanism.
[0006]
Since the interlocking mechanism can be configured with a configuration in which a position eccentric with respect to the pivot of the operation claw and a position separated from the pivot of the mud removal plate are connected by a link, a reliable operation can be achieved with a simple configuration. This is a preferred form.
[0007]
DETAILED DESCRIPTION OF THE INVENTION
The present invention will be described below with reference to embodiments shown in the drawings.
FIG. 1 shows a front view of an embodiment of the agitation head according to the present invention, and FIG. 2 shows a cross-sectional view taken along the line AA in FIG. ing.
[0008]
The upper end of the rod 1 is connected to a drive unit (not shown), and when excavated, the rod 1 is rotated in the direction of arrow (forward rotation) to excavate a pit. Inside, a ground improver (cement milk) or the like is provided. A chemical solution supply path 3 for supplying the chemical solution is provided, and the chemical solution supply path 3 is opened at the front end of the central portion of the excavation head 2 so that the chemical solution is discharged into the excavation soil.
[0009]
On the rod 1 above the excavation head 2, a plurality of stirrer blades 4A, 4B,... These agitating blades 4A and 4B are blade-shaped with a flat rectangular shape as seen in FIG. 2, and the length thereof is substantially equal to the diameter of the excavation hole (excavation diameter D) by the excavation head 2. Has been.
[0010]
Among the stirring blades 4A, 4B,..., A pair of mud removal plates 5 and 5 are provided on the outer peripheral surface of the rod 1 between the same-phase stirring blades (indicated by reference numerals 4A and 4A).
[0011]
The mud removal plates 5 and 5 are formed on a circular arc surface whose side in contact with the outer peripheral surface of the rod 1 is equal to the radius of the outer periphery of the rod 1, and one end thereof corresponds to the stirring blades 4A and 4A of the rod 1 Are supported by shafts 7 and 7 on bearings 6 and 6 projecting on both sides of the position where the mud removal plates 5 and 5 can pivot in the direction away from the rod 1. Installed on.
[0012]
On the other hand, at the tips of the stirring blades 4A and 4A, the bases of the operating claws 8 and 8 are arranged in a horizontal plane in the direction in which the shafts 9 and 9 have the tips 8a and 8a on the rear side with respect to the rotational direction when the rod 1 rotates forward. It is attached so that it can rotate freely. The operating claws 8, 8 take a position (referred to as a retracted position) that is retracted to the inside of the excavation diameter D of the excavation hole by the excavation head 2 when the actuating claws 8 and 8 are rotated at right angles to the longitudinal direction of the agitating blades 4A, 4A. The blades 4A, 4A are formed so as to project outward from the excavation diameter D (referred to as projecting positions) when the blades 4A and 4A are rotated in such a posture, and thus actuate when the rod 1 is reversed. The tips 8a and 8a of the claws 8 and 8 can contact the surrounding ground and rotate to the protruding state by the resistance.
[0013]
The mud removal plates 5 and 5 and the operating claws 8 and 8 are connected via interlocking mechanisms 10 and 10 at the positions of the upper and lower stirring blades 4A and 4A, and the operating claws 8 and 8 receive resistance to the ground. The mud removal plates 5 and 5 are swung in a direction away from the outer peripheral surface of the rod 1 when rotated in the protruding direction.
[0014]
In the illustrated example, when the operating claws 8, 8 are placed in the retracted position (the position shown in FIG. 2), the bearings 11, 11 projecting at the position on the rod 1 side, and the mud removal plates 5, 5 The links 13 and 13 are rotatably connected to the bearings 12 and 12 protruding from the outer surfaces of the free ends 5a and 5a by pins 14 and 15, and the operating claws 8 and 8 are in the protruding position (the position shown in FIG. 3). ), The mud removal plates 5 and 5 are configured to turn in a direction away from the rod 1 with the shafts 7 and 7 as fulcrums.
[0015]
In the illustrated embodiment, since the stirring blade 4B having a phase difference of 90 ° exists between the stirring blades 4A and 4A, the intermediate stirring is performed from the free ends 5a and 5a of the mud removal plates 5 and 5. A cutout 5b (shown in FIG. 1) for avoiding the wing 4B is formed.
[0016]
Next, the work procedure will be described.
[0017]
The rod 1 is driven to rotate forward by a drive unit (not shown), and the ground is drilled by the excavation head 2 at the lower end thereof. At this time, the chemical solution is supplied through the chemical solution supply path 3 in the rod 1, the chemical solution is discharged from the lower end of the excavation head 2, and mixing and agitation of the excavated sediment and the chemical solution is performed by the stirring blades 4 </ b> A, 4 </ b> B.
[0018]
When the ground is viscous soil, it grows gradually by adhering to a member (stirring blade) protruding outward due to the viscosity of the excavated earth and sand, and finally includes a dumpling shape including the stirring blades 4A, 4B. In order to prevent this situation from occurring, the excavation operation is interrupted in a timely manner and the rod 1 is driven in reverse rotation. Do.
[0019]
When the rod 1 is reversed, the operating claws 8, 8 at the tips of the stirring blades 4a, 4a rotate in the direction of arrow B in FIG. 3 due to the resistance when the tips 8a, 8a hit the surrounding ground. The links 13 and 13 are pulled by the movement, and the mud removal plates 5 and 5 are forcibly swiveled in the direction away from the rod 1 with the shafts 7 and 7 as fulcrums, and the earth and sand surrounding the rod 1 are moved by the movement. The earth and sand that has been made into a dumpling shape as a result of shearing is divided and subdivided, and the stirring blades 4A, 4A, and 4B are exposed again, and the original stirring and mixing function is restored. Thus, when excavating the viscous ground, the ground can be improved satisfactorily by performing the above operation intermittently several times.
[0020]
If the rod 1 is returned to the normal rotation again and the excavation work is resumed, the working claws 8 and 8 are forcibly returned to the retreated position with the tips 8a and 8a coming into contact with the surrounding ground excavated by the excavation head 2. The mud removal plates 5 and 5 are returned to the outer periphery of the rod 1 through the links 13 and 13 as shown in FIG.
[0021]
The mud removal plates 5 and 5 are not limited to plate-like ones but may be comb-like ones.
[0022]
【The invention's effect】
As described above, according to the present invention, when the ground of the viscous geology is improved, the earth and sand adhering to and around the stirring blade can be eliminated by simply reversing the rod in a timely manner. The stirring and mixing action can be performed satisfactorily, and the ground improvement accuracy can be remarkably increased.
[Brief description of the drawings]
FIG. 1 is a front view of a main part showing an embodiment of a stirring head according to the present invention.
FIG. 2 is a cross-sectional view taken along the line AA in FIG.
FIG. 3 is an operation explanatory diagram when the rod is reversed from the state of FIG. 2;
FIG. 4 is an explanatory diagram showing a conventional defect.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Rod 2 Excavation head 3 Chemical solution supply path 4A, 4B Agitation blade 5 Mud removal plate 8 Actuation claw 10 Interlocking mechanism 13 Link

Claims (2)

駆動部に連結されて回転自在に垂下されるロッドの下端に複数段の撹拌翼が取付けられた地盤改良用撹拌ヘッドにおいて、前記複数段に設けられる撹拌翼間のロッドの外周に泥排除板を旋回動可能に取付け、前記撹拌翼の外端部にロッドの逆転により土砂の抵抗を受けて拡開自在な作動爪を設け、この作動爪と前記泥排除板とを連動機構により連結してなり、前記作動爪が拡開したとき前記連動機構を介して前記泥排除板がロッドから離間する方向に旋回動するようにしたことを特徴とする地盤改良用撹拌ヘッド。In a ground improvement stirring head having a plurality of stirrer blades attached to the lower end of a rod that is coupled to a drive unit and is rotatably suspended, a mud removal plate is disposed on the outer periphery of the rod between the stirrer blades provided in the plurality of steps. It is mounted so that it can swivel, and an operating claw that can be expanded by receiving the resistance of earth and sand due to the reverse rotation of the rod is provided at the outer end of the stirring blade, and this operating claw and the mud removal plate are connected by an interlocking mechanism. The ground improvement agitation head characterized in that when the operating claw is expanded, the mud removal plate pivots in a direction away from the rod via the interlocking mechanism. 前記連動機構は、前記作動爪の枢軸に対し偏心した位置と前記泥排除板の枢軸に対し離間した位置とをリンクで連結した構成とされている請求項1記載の地盤改良用撹拌ヘッド。2. The ground improvement stirring head according to claim 1, wherein the interlocking mechanism is configured such that a position eccentric with respect to a pivot of the operating claw and a position separated from the pivot of the mud removal plate are connected by a link.
JP03137998A 1998-02-13 1998-02-13 Ground improvement agitation head Expired - Fee Related JP3916747B2 (en)

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Application Number Priority Date Filing Date Title
JP03137998A JP3916747B2 (en) 1998-02-13 1998-02-13 Ground improvement agitation head

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Publication Number Publication Date
JPH11229368A JPH11229368A (en) 1999-08-24
JP3916747B2 true JP3916747B2 (en) 2007-05-23

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