JP2008008073A - Kneaded earth and sand accompanying rotation preventive apparatus for drilling/stirring rod - Google Patents

Kneaded earth and sand accompanying rotation preventive apparatus for drilling/stirring rod Download PDF

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JP2008008073A
JP2008008073A JP2006180924A JP2006180924A JP2008008073A JP 2008008073 A JP2008008073 A JP 2008008073A JP 2006180924 A JP2006180924 A JP 2006180924A JP 2006180924 A JP2006180924 A JP 2006180924A JP 2008008073 A JP2008008073 A JP 2008008073A
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rod
stirring
blade
accompanying rotation
drilling
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JP4832186B2 (en
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Masahiro Higuchi
雅博 樋口
Kazuo Yamazaki
一雄 山崎
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ASO FOAM CRETE CO Ltd
Sanwa Kizai Co Ltd
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ASO FOAM CRETE CO Ltd
Sanwa Kizai Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To prevent accompanying rotation of kneaded earth and sand by keeping an accompanying rotation preventive blade in a static state during a stirring operation without adopting a configuration in which the front end of the accompanying rotation preventive blade is caused to cut into the peripheral ground in a shaft. <P>SOLUTION: According to a kneaded earth and sand accompanying rotation preventive apparatus for a drilling/stirring rod, the drilling/stirring rod includes a drilling head on the lower end of the rod, and a plurality of stages of projecting stirring blades on the rod outer peripheral surface above the drilling head. Between stirring blades vertically adjacent to each other or between the drilling head and a stirring blade, the base of the accompanying rotation preventive blade is supported rotatably on the rod while the front end portion of the blade is extended radially, where a contact pressure plate, whose surface is to be kept in pressure contact by spring with the interior surface of a circular shaft to be drilled by the drilling head, is attached to the front extremity of the accompanying rotation preventive blade. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、地盤改良、特にその深層撹拌混合工法、その他各種用途に使用される掘削撹拌ロッドにおいて、掘削土砂と硬化液との撹拌混練土砂が撹拌翼等と共に回転(共回り)するのを防止して十分な混合を行うための混練土砂共回り防止装置に関する。   In the excavation stirring rod used for ground improvement, in particular, its deep stirring mixing method and various other applications, the present invention prevents the stirring and kneading soil of the drilling earth and hardening liquid from rotating (corotating) together with the stirring blades, etc. Thus, the present invention relates to a kneading earth and sand co-rotation prevention device for performing sufficient mixing.

従来、例えは、ロッド下端部に掘削ヘッドを、その上位のロッド外周面に複数段の撹拌翼をそれぞれ突設してなる地盤改良用掘削撹拌ロッドにおいて、上下隣り合う撹拌翼の間に、上記掘削ヘッドの掘削径よりも大径の共回り防止翼をロッドに対して回転自在に支持させ、使用においては、ロッドを回転させ、その掘削ヘッドにより地盤に円形縦孔を掘削しつつ、ロッド下端からセメントミルクを吐出し、該セメントミルクと掘削土砂とを撹拌翼により撹拌混合し、その際上記共回り防止翼が先端部を周辺地盤に貫入して静止状態にあるため、上記掘削土砂とセメントミルクとの混練土砂が撹拌翼と共に回転しようとしても、上記共回り防止翼により共回りを抑止されると共に強制的に破砕され、それによりさらに撹拌混合が有効に促進されるものが提案された。   Conventionally, for example, in an excavation stirring rod for ground improvement in which a drilling head is provided at the lower end of the rod and a plurality of stirrer blades are provided on the outer circumferential surface of the upper rod, The anti-rotation blade having a diameter larger than the excavation diameter of the excavation head is rotatably supported with respect to the rod, and in use, the rod is rotated and the excavation head excavates a circular vertical hole in the ground, and the lower end of the rod The cement milk and the excavated earth and sand are agitated and mixed by the agitating blade, and the co-rotation preventing wing penetrates the tip of the surrounding ground and is in a stationary state. Even if the kneaded soil with milk tries to rotate together with the stirring blade, it is prevented from co-rotation by the co-rotation preventing blade and forcibly crushed, thereby further effectively stirring and mixing. What has been proposed.

しかし、上記の従来装置では、縦孔の周辺地盤に共回り防止翼の先端部分を貫入させなければならず、しかも掘削開始から所定深さへの掘進まで共回り防止翼の先端部分を周辺地盤に食いこませた状態で降下させることになるから、地中の障害物につき当った場合、上記の貫入又は降下が困難に至る欠点がある。特に周辺地盤が地盤改良の完了した硬化地盤である場合は上記の欠点は致命的であり、あえて掘進を強行するときは装置の破損を招く危険があった。
特許第1197295号
However, in the above-mentioned conventional device, the tip portion of the co-rotation preventing wing must be penetrated into the ground around the vertical hole, and the tip portion of the co-rotation preventing wing is inserted into the surrounding ground from the start of excavation to the advance to a predetermined depth. Therefore, there is a drawback that the above penetration or descent becomes difficult when hitting an obstacle in the ground. In particular, when the surrounding ground is a hardened ground whose ground improvement has been completed, the above-mentioned drawbacks are fatal, and there is a risk of causing damage to the apparatus when forcibly excavating.
Japanese Patent No. 1197295

本発明は、共回り防止翼の先端部分を縦孔の周辺地盤に貫入させる構成をとらずに、撹拌時に共回り防止翼を静止状態に保ち、それにより混練土砂の共回りを防止することのできる混練土砂共回り防止装置を提供することを課題とする。   The present invention does not take a configuration in which the tip portion of the co-rotation preventing wing penetrates into the surrounding ground of the vertical hole, and keeps the co-rotation preventing wing stationary when stirring, thereby preventing co-rotation of the kneaded earth and sand. It is an object of the present invention to provide a kneading earth and sand co-rotation prevention device that can be used.

上記課題を達成する手段として、本発明は、
ロッド下端に掘削ヘッドを、その上位のロッド外周面に撹拌翼を複数段にそれぞれ突設した掘削撹拌ロッドにおいて、
上下に隣り合う撹拌翼の間、又は掘削ヘッドと撹拌翼の間において、共回り防止翼の基部を上記ロッドに回転自在に支持させると共に、翼先端を放射状に延出し、
上記共回り防止翼の先端に、上記掘削ヘッドにより掘削されるべき円形縦孔の内面にバネにより常時板面で圧接させるべき圧接板を取りつけた、
掘削撹拌ロッドの混練土砂共回り防止装置を提案する。
As a means for achieving the above object, the present invention provides:
In the excavation agitation rod in which the excavation head is provided at the lower end of the rod and the agitation blades are provided in a plurality of stages on the outer peripheral surface of the upper rod,
Between the stirring blades adjacent to each other in the vertical direction or between the excavation head and the stirring blades, the base of the co-rotation prevention blade is rotatably supported by the rod, and the blade tip extends radially,
At the tip of the co-rotation prevention wing, a pressure contact plate to be always pressed with a plate surface by a spring on the inner surface of the circular vertical hole to be drilled by the excavation head,
Proposal is made of a kneading and sediment co-rotation prevention device for excavation stirring rods.

本発明の掘削撹拌ロッドの混練土砂共回り防止装置によれば、掘削ヘッドにより掘削される円形縦孔の内面に圧接板を板面で圧接させることにより、掘削撹拌ロッドの回転時に共回り防止翼を静止状態に保持することができ、それにより混練土砂の共回りを防止すると共に、回転する撹拌翼と静止状態にある共回り防止翼との間で混練土砂を破砕し、十分な撹拌混合を行うことができる。   According to the kneading earth and sand co-rotation prevention device of the excavation agitation rod of the present invention, the pressure-contacting plate is brought into pressure contact with the inner surface of the circular vertical hole excavated by the excavation head by the plate surface. Can be held in a stationary state, thereby preventing co-rotation of the kneaded earth and sand, and crushing the kneaded earth and sand between the rotating stirring blade and the stationary anti-rotation blade in a stationary state, and sufficient stirring and mixing. It can be carried out.

しかも、掘進開始から掘進を継続していく間、上記共回り防止翼先端の圧接板を、バネにより縦孔内面に圧接させつつ降下させることになるから、地中の障害物につき当ることはなくなり、又縦孔内面に障害物突起があっても、上記圧接板が弾性的に変位して円滑に降下することが可能となり、装置の破損を招く危険を解消することができるのである。   In addition, while continuing the excavation from the start of excavation, the pressure contact plate at the tip of the co-rotation prevention blade is lowered while being pressed against the inner surface of the vertical hole by a spring, so that it will not hit an obstacle in the ground. In addition, even if there is an obstacle projection on the inner surface of the vertical hole, the pressure contact plate can be elastically displaced and smoothly lowered, thereby eliminating the risk of causing damage to the apparatus.

本発明の実施例について図面を参照して次に詳述する。
図1の掘削撹拌ロッド(1)は、中空のロッド本体(2)の下端に2本の掘削羽根からなる掘削ヘッド(3)を、その上位のロッド本体(2)外周面に、放射方向に延長する2本1組の撹拌翼2組(4)(4)、(4)(4)を互に適宜の上下間隔をあけて上下2段にそれぞれ突設し、これら2段の撹拌翼(4)(4)、(4)(4)の間に、共回り防止翼(5)、(5)を上記ロッド本体(2)に回転自在に支持してある。
Embodiments of the present invention will be described in detail below with reference to the drawings.
The excavation agitation rod (1) of FIG. 1 has an excavation head (3) composed of two excavation blades at the lower end of a hollow rod main body (2), and a radial direction on the outer peripheral surface of the upper rod main body (2). Two sets of two stirring blades (4), (4), (4), and (4) that extend are respectively provided in two upper and lower stages with an appropriate vertical spacing, and these two stirring blades ( 4) Between (4), (4) and (4), the co-rotation preventing wings (5) and (5) are rotatably supported by the rod body (2).

上記共回り防止翼(5)、(5)の構造は次のようである。上記2段の撹拌翼(4)(4)と(4)(4)の間におけるロッド本体(2)の外周面に、一対のフランジ(6)、(6)を適宜上下間隔をあけて固定し、両フランジ(6)、(6)の間に、凹環状のボス受け部(7)を形成し、該ボス受け部(7)にブッシュ(8)を介して環状ボス(9)を回転自在に被嵌し、このボス(9)の外周面に2本の共回り防止翼(5)、(5)を等角度間隔をあけて放射状に突設してある。   The structure of the co-rotation preventing wings (5) and (5) is as follows. A pair of flanges (6) and (6) are fixed to the outer peripheral surface of the rod body (2) between the two-stage stirring blades (4), (4) and (4), (4) with an appropriate vertical spacing. Then, a concave annular boss receiving part (7) is formed between the flanges (6) and (6), and the annular boss (9) is rotated to the boss receiving part (7) via the bush (8). The boss (9) is fitted freely, and two co-rotation prevention blades (5) and (5) are radially projected from the outer peripheral surface of the boss (9) at equal angular intervals.

上記共回り防止翼(5)、(5)は弾性的に伸縮自在の構造であって、そのうちの1つ(5)についてみると、図2に示すように上記環状ボス(9)の外周面に、ほぼ四角筒状のシリンダ(10)を突設し、該シリンダ(10)に、先端に圧接板(12)を有するほぼ四角柱状のアーム(11)を軸方向摺動自在かつ回転不能に挿入すると共に、上記シリンダ(10)に内装されたスプリング(13)により該アーム(11)を常時放射方向に弾発している。   The co-rotation preventing wings (5) and (5) have an elastically expandable structure. When one of them (5) is viewed, the outer peripheral surface of the annular boss (9) as shown in FIG. In addition, an approximately square cylindrical cylinder (10) is projected, and an approximately square columnar arm (11) having a pressure contact plate (12) at the tip thereof is axially slidable and non-rotatable on the cylinder (10). While being inserted, the arm (11) is constantly ejected in the radial direction by a spring (13) built in the cylinder (10).

さらに、上記アーム(11)にピン(14)を横断方向に向けて貫通すると共に、該ピン(14)の両端部を、上記シリンダ(10)の周壁に開設された長手方向の長孔(15)、(15)内に摺動自在に係合し、それにより上記アーム(11)が上記長孔(15)、(15)の長さ範囲内で進退できるようにしてある。   Further, the pin (14) is penetrated through the arm (11) in the transverse direction, and both end portions of the pin (14) are elongated in the longitudinal direction (15) provided in the peripheral wall of the cylinder (10). ) And (15) are slidably engaged so that the arm (11) can advance and retreat within the length range of the long holes (15) and (15).

この場合、上記アーム(11)がスプリング(13)に抗して最後位に後退したとき、上記圧接板(12)が、上記掘削ヘッド(3)により掘削される円形縦孔(H)(図1(ロ))の内面に接し又は内面から内側に離れる位置にあり、又上記アーム(11)がスプリング(13)に弾発されて最前位に進出したとき、上記圧接板(12)が上記縦孔(H)内面から若干外方へ突出する位置に至るように設計されている。   In this case, when the arm (11) is retracted to the last position against the spring (13), the pressure contact plate (12) is a circular vertical hole (H) excavated by the excavation head (3) (FIG. 1 (b)) is in contact with or away from the inner surface, and when the arm (11) is ejected by the spring (13) and advanced to the foremost position, the pressure contact plate (12) is It is designed to reach a position protruding slightly outward from the inner surface of the vertical hole (H).

上記圧接板(12)は、上記縦孔(H)の内面に圧接した状態で昇降を容易にするため、図1(イ)及び図2に示すように、圧接板(12)の上下側端に、内方へやや傾斜する傾斜案内板(16)、(16)を連設してある。   In order to make the press contact plate (12) ascend and descend in a state where it is pressed against the inner surface of the vertical hole (H), as shown in FIGS. 1 (a) and 2, the upper and lower ends of the press contact plate (12). In addition, inclined guide plates (16) and (16) which are slightly inclined inward are provided in series.

(17)は、上記シリンダ(10)の外側面に固定された撹拌補助板で、掘削撹拌ロッド(1)の回転方向に板面を対向させている。   (17) is an agitation auxiliary plate fixed to the outer surface of the cylinder (10), with the plate surface facing the rotation direction of the excavation agitation rod (1).

他方の共回り防止翼(5)も上記と同一の構造である。なお、中空ロッド本体(2)内に硬化液供給管を縦通し、ロッド本体(2)下端に硬化液吐出口を設けてある。   The other co-rotation preventing wing (5) has the same structure as described above. A curable liquid supply pipe is vertically passed through the hollow rod body (2), and a curable liquid discharge port is provided at the lower end of the rod body (2).

上例の作用を次に説明する。掘削撹拌ロッド(1)を回転し、その掘削ヘッド(3)により地盤に円形縦孔(H)を掘削しつつ該縦孔(H)内にロッドを圧入していき、それと共にセメントミルクを縦孔内に吐出していくと、回転する撹拌翼(4)…により掘削土砂とセメントミルクとを撹拌混練し、さらに上下2段の撹拌翼(4)(4)、(4)(4)の間にある共回り防止翼(5)、(5)が、その先端の圧接板(12)、(12)をスプリング(13)、(13)の弾発力により縦孔(H)内面に圧接させて静止状態を保ち、それにより静止する共回り防止翼(5)、(5)と、回転する撹拌翼(4)(4)、(4)(4)との間で混練土砂の共回りを抑止すると共に、混練土砂を破砕し、それらが相まって土砂とセメントミルクを十分に混合し、良質のソイルセメントを形成する。   The operation of the above example will be described next. The excavation agitation rod (1) is rotated, and the excavation head (3) excavates a circular vertical hole (H) in the ground while pressing the rod into the vertical hole (H). As it is discharged into the hole, the excavated sediment and cement milk are stirred and kneaded by the rotating stirring blade (4), and further, the upper and lower stirring blades (4), (4), (4), (4) The co-rotation preventing wings (5) and (5) in between are pressed against the inner surface of the vertical hole (H) by the resilient force of the springs (13) and (13) with the pressure contact plates (12) and (12) at the tip thereof. The co-rotating blades (5), (5), which are kept stationary and thereby stationary, and the rotating stirring blades (4), (4), (4), (4) together In addition, the kneaded earth and sand are crushed, and they combine to thoroughly mix the earth and cement milk. To form a cement.

ソイルセメント形成後、掘削撹拌ロッド(1)を引き抜く。   After forming the soil cement, the excavation stirring rod (1) is pulled out.

上記掘削撹拌ロッド(1)の掘進及び引き抜きにおいて、上記共回り防止翼(5)、(5)の各圧接板(12)、(12)は、縦孔(H)の内面に圧接するが、過大な摩擦負荷を受けることなく走行可能である。しかも傾斜案内板(16)…が圧接板(12)、(12)の走行を円滑に案内して昇降を容易にする。   In the excavation and extraction of the excavation stirring rod (1), the pressure contact plates (12) and (12) of the co-rotation prevention blades (5) and (5) are in pressure contact with the inner surface of the vertical hole (H). The vehicle can travel without receiving excessive friction load. In addition, the inclined guide plates (16)... Smoothly guide the travel of the pressure contact plates (12) and (12) to facilitate raising and lowering.

上記圧接板(12)、(12)の走行において、縦孔(H)の内面に障害突起物がある場合、上記傾斜案内板(16)…の案内作用と共に、上記圧接板(12)、(12)のスプリング(13)、(13)による弾性変位によって、該突起物を容易にのり越えることができる。   In the travel of the pressure contact plates (12), (12), when there are obstacle projections on the inner surface of the vertical hole (H), the pressure contact plates (12), ( Due to the elastic displacement by the springs (13) and (13) of 12), the protrusion can be easily pasted.

(イ)本発明による共回り防止装置を備えた掘削撹拌ロッドの一部省略正面図である。 (ロ)(イ)図のA−A線断面図である。(A) It is a partially omitted front view of the excavation stirring rod provided with the co-rotation preventing device according to the present invention. (B) (A) It is an AA line sectional view of a figure. 共回り防止翼の拡大縦断正面図である。It is an enlarged vertical front view of a co-rotation preventing wing.

符号の説明Explanation of symbols

1 掘削撹拌ロッド
2 ロッド本体
3 掘削ヘッド
4 撹拌翼
5 共回り防止翼
12 圧接板
13 スプリング
H 縦孔

DESCRIPTION OF SYMBOLS 1 Excavation stirring rod 2 Rod body 3 Excavation head 4 Stirring blade 5 Co-rotation prevention blade 12 Pressure welding plate 13 Spring H Vertical hole

Claims (1)

ロッド下端に掘削ヘッドを、その上位のロッド外周面に撹拌翼を複数段にそれぞれ突設した掘削撹拌ロッドにおいて、
上下に隣り合う撹拌翼の間、又は掘削ヘッドと撹拌翼の間において、共回り防止翼の基部を上記ロッドに回転自在に支持させると共に、翼先端を放射状に延出し、
上記共回り防止翼の先端に、上記掘削ヘッドにより掘削されるべき円形縦孔の内面にバネにより常時板面で圧接させるべき圧接板を取りつけた、
掘削撹拌ロッドの混練土砂共回り防止装置。




In the excavation agitation rod in which the excavation head is provided at the lower end of the rod and the agitation blades are provided in a plurality of stages on the outer peripheral surface of the upper rod,
Between the stirring blades adjacent to each other in the vertical direction or between the excavation head and the stirring blades, the base of the co-rotation prevention blade is rotatably supported by the rod, and the blade tip extends radially,
At the tip of the co-rotation prevention wing, a pressure contact plate to be always pressed with a plate surface by a spring on the inner surface of the circular vertical hole to be drilled by the excavation head,
A device to prevent co-rotation of the excavation and stirring rod.




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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7409734B1 (en) 2023-07-12 2024-01-09 有限会社 櫂設計事務所 Excavation/stirring equipment

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06136740A (en) * 1992-10-21 1994-05-17 Nippon Concrete Ind Co Ltd Mixing and stirring device for ground improvement

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06136740A (en) * 1992-10-21 1994-05-17 Nippon Concrete Ind Co Ltd Mixing and stirring device for ground improvement

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JP7409734B1 (en) 2023-07-12 2024-01-09 有限会社 櫂設計事務所 Excavation/stirring equipment

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