JPH06128945A - Subsoil improvement mixing device - Google Patents

Subsoil improvement mixing device

Info

Publication number
JPH06128945A
JPH06128945A JP27600592A JP27600592A JPH06128945A JP H06128945 A JPH06128945 A JP H06128945A JP 27600592 A JP27600592 A JP 27600592A JP 27600592 A JP27600592 A JP 27600592A JP H06128945 A JPH06128945 A JP H06128945A
Authority
JP
Japan
Prior art keywords
blade
stop
stirring
mixing
ground improvement
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
Application number
JP27600592A
Other languages
Japanese (ja)
Other versions
JP3238213B2 (en
Inventor
Sadao Hattori
貞夫 服部
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.)
Nippon Concrete Industries Co Ltd
Original Assignee
Nippon Concrete Industries Co Ltd
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 Nippon Concrete Industries Co Ltd filed Critical Nippon Concrete Industries Co Ltd
Priority to JP27600592A priority Critical patent/JP3238213B2/en
Publication of JPH06128945A publication Critical patent/JPH06128945A/en
Application granted granted Critical
Publication of JP3238213B2 publication Critical patent/JP3238213B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

PURPOSE:To make it possible to cut finely excavated earth and mix the finely cut earth with a fixing material around a pile with high efficiency in a mixing and agitation device equipped with an agitation blade and a stationary blade. CONSTITUTION:A drilling blade 3 and a spray nozzle 5 for water and an earth improvement material 6 are mounted to the tip of a rotary shaft 2. An agitation blade 7 is fixed to the upper part of the nozzle. Two cylindrical bodies 8 are loosely fitted directly over the agitation blade 7 or directly under the blade 7. Stationary blades 9 are protrusively installed to the cylindrical bodies 8 in the radial direction. Bulged plate springs 10 are interposed outwardly between the tips of the stationary blades 9 in the upper part. Furtheremore, a spring 11 is installed to the upper part of the stationary blade 9 located high above so as to energize the upper part stationary blade 9 downward if necessary.

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、地盤改良用混合攪拌装
置に関するものであり、特に、攪拌翼と停止翼とを組み
合わせて、効率良く攪拌混合が行えるようにした地盤改
良用混合攪拌装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a ground improvement mixing and stirring apparatus, and more particularly, to a ground improvement mixing and stirring apparatus in which a stirring blade and a stop blade are combined to enable efficient stirring and mixing. It is a thing.

【0002】[0002]

【従来の技術】地盤改良用混合攪拌装置は、掘削土と杭
周固定液とを機械的に混合し、そして、該混合体が固結
されて地盤を円柱状に改良するものであるが、従来の攪
拌翼と停止翼(共廻り防止翼)とを組み合わせて成る地
盤改良用混合攪拌装置は、停止翼の回転を地上から強制
的に拘束するものと、該停止翼を土中に於て掘削径より
大なる長さに取り付け、掘削開始から完了まで掘削孔壁
へ食い込ませてその回転を停止させようとするものが知
られている。
2. Description of the Related Art A mixing and stirring apparatus for ground improvement mechanically mixes excavated soil and a pile circumference fixing liquid, and the mixture is solidified to improve the ground into a cylindrical shape. A mixing and agitating device for ground improvement, which is a combination of a conventional stirring blade and a stop blade (co-rotation prevention blade), forcibly restrains the rotation of the stop blade from the ground and the stop blade in the soil. It is known that the length of the excavation hole is larger than the diameter of the excavation diameter, and the rotation of the excavation hole is stopped by cutting the excavation wall from the start to the completion.

【0003】[0003]

【発明が解決しようとする課題】上記のうち、前者の停
止翼は確実に停止するが掘削翼又は攪拌翼との間に障害
物を噛むようなことがあれば、該停止翼は破損すること
が多い。又、通常は掘削翼と停止翼の固定軸が二重構造
となっているため、土を細断するときネジレが生じ易
い。
Among the above, the former stop blade is surely stopped, but if an obstacle is bitten between the stop blade and the excavation blade or the stirring blade, the stop blade is damaged. There are many. Further, since the fixed shaft of the excavating blade and the stopping blade normally has a double structure, twisting is likely to occur when the soil is shredded.

【0004】又、後者の停止翼は周辺地盤の状況に合わ
せて該停止翼の長さを調整せねばならない。更に、周辺
地盤が硬い場合、或は掘削孔壁面に転石や障害物があれ
ば、該停止翼は該掘削孔壁に食い込むことができず、且
つ、掘削スピードの円滑性を損なうことになる。更に
又、攪拌翼と停止翼との間隔が定っている場合は、その
間に障害物が噛むと該停止翼は攪拌翼と一体となって回
転することもあり、従って土の細断効果が低下する。
In the latter stop blade, the length of the stop blade must be adjusted according to the situation of the surrounding ground. Furthermore, if the surrounding ground is hard, or if there are boulders or obstacles on the wall surface of the drill hole, the stop blade cannot cut into the wall of the drill hole and impair the smoothness of the drilling speed. Furthermore, when the distance between the stirring blade and the stop blade is fixed, the stop blade may rotate together with the stirring blade when an obstacle bites in the meantime. descend.

【0005】そこで、攪拌翼と停止翼とを備えた地盤改
良用混合攪拌装置に於て、掘削土の細断と該細断された
掘削土と杭周固定材との混合を効率良く為すために解決
せらるべき技術的課題が生じてくるのであり、本発明は
該課題を解決することを目的とする。
Therefore, in a ground improvement mixing and stirring apparatus having a stirring blade and a stop blade, in order to efficiently shred the excavated soil and mix the shredded excavated soil with the pile circumference fixing material. Therefore, a technical problem to be solved arises, and an object of the present invention is to solve the problem.

【0006】[0006]

【課題を解決するための手段】本発明は上記目的を達成
するために提案せられたものであり、回転軸の先端部に
掘削刃と地盤改良材の噴出用ノズルを備え、前記掘削刃
によって掘削した掘削土と前記ノズルより噴出される地
盤改良材とを前記回転軸に固設した攪拌翼にて攪拌する
ようにした混合攪拌装置に於て、前記回転軸に固設した
攪拌翼の直上又は直下に2個の筒状体を所定間隔を有し
て遊嵌し、更に一方又は双方の筒状体は多少の上下動が
できるように構成され、且つ、該上下の各筒状体の直径
方向に、掘削孔の孔径と同じか或は短かい停止翼を固設
すると共に、該上下の停止翼の先端部間に外方へ膨出し
た板バネを介装して成る地盤改良用混合攪拌装置、及び
上記上部の停止翼はバネにて下方へ付勢されている地盤
改良用混合攪拌装置を提供するものである。
The present invention has been proposed in order to achieve the above object, and is provided with an excavating blade and a nozzle for ejecting ground improvement material at the tip of a rotary shaft, and In a mixing and stirring device configured to stir the excavated soil and the ground improvement material ejected from the nozzle with a stirring blade fixed to the rotating shaft, directly above the stirring blade fixed to the rotating shaft. Alternatively, two tubular bodies are loosely fitted immediately below each other, and one or both of the tubular bodies are configured to be able to move up and down to some extent. For improving the ground, a stop blade having the same or a short diameter as the diameter of the excavation hole is fixed in the diametrical direction, and a leaf spring bulging outwardly is interposed between the tip ends of the upper and lower stop blades. The mixing and agitating device and the above-mentioned stop blade are urged downward by springs. It is intended to provide.

【0007】[0007]

【作用】回転軸の先端部に設けられている掘削刃にて掘
削孔が掘削され、そして、該掘削動作にて生じる掘削土
は該回転軸に固設している攪拌翼の回転に伴って回転移
動する。これと同時に該回転軸の先端部に設けられてい
るノズルよりセメントミルク等の地盤改良材が噴出さ
れ、該掘削土と共に回転移動する。このとき、上下の停
止翼は掘削土の回転移動により、前記回転軸を回転中心
として回転を起こそうとするが、該板バネは外方へハラ
ミ状に膨出して取付けられているため、該板バネが掘削
孔の孔壁を押圧して前記回転しようとする作用を拘束し
て停止する。斯くして、回転中の攪拌翼と停止している
停止翼との間で前記回転移動中の掘削土が細断され、そ
して、該細断された土と前記地盤改良材とが攪拌混合さ
れる。
The excavation hole is excavated by the excavation blade provided at the tip of the rotating shaft, and the excavated soil generated by the excavating operation is accompanied by the rotation of the stirring blade fixed to the rotating shaft. Move to rotate. At the same time, a ground improvement material such as cement milk is ejected from a nozzle provided at the tip of the rotary shaft, and rotates and moves together with the excavated soil. At this time, the upper and lower stop blades try to rotate about the rotation axis by the rotational movement of the excavated soil, but since the leaf spring is bulged outward in a scalloped manner, The leaf spring presses against the hole wall of the excavation hole to restrain the action of the rotation and stop. Thus, the excavated soil that is rotating and moving is shredded between the rotating stirring blade and the stopped stopping blade, and the shredded soil and the ground improvement material are stirred and mixed. It

【0008】更に、上方の停止翼を下方へ付勢している
請求項2記載の発明に於ても掘削孔の孔壁から前記板バ
ネが回転軸方向へ押圧されるとき、前記上方の停止翼は
上方に少々移動して釣り合った点で静止して前述の働き
を為すのである。又、請求項1記載の発明の停止翼も上
方又は下方の何れかが多少上下動できるように構成され
ているため、前記請求項2記載の発明の停止翼と同様
に、掘削孔の孔壁の硬さに応じて任意に上下動して該板
バネが変形し、そして、効果的に掘削孔の孔壁を押圧し
て停止する。更に、障害物が噛んだ場合に於ても該停止
翼が移動して逃げられるので、該停止翼が破損するよう
なことはない。更に、前記上部の停止翼を下方へ付勢し
ているコイルバネの弾性力は任意に調整して周辺地盤の
硬度に適合する面圧を選択することもできる。
Further, in the invention according to claim 2, wherein the upper stop blade is urged downward, the upper stop is stopped when the leaf spring is pressed in the direction of the rotation axis from the hole wall of the excavation hole. The wings move a little upwards and rest at a balanced point to perform the above-mentioned function. Further, since the stop blade of the invention described in claim 1 is also configured to be able to move up or down to some extent, the stop blade of the invention described in claim 2 is the same as the stop blade of the invention described in claim 2. The leaf spring is deformed by arbitrarily moving up and down depending on the hardness of the hole, and effectively presses the hole wall of the drill hole to stop. Further, even if the obstacle bites, the stop blade moves and escapes, so that the stop blade is not damaged. Furthermore, the elastic force of the coil spring that urges the upper stop blade downward can be arbitrarily adjusted to select a surface pressure suitable for the hardness of the surrounding ground.

【0009】[0009]

【実施例】以下、本発明の一実施例を図1乃至図5に従
って詳述する。尚、説明の都合上、従来公知に属する構
成も同時に説明することにする。図に於て1は改良すべ
き軟弱地盤である。該軟弱地盤1は回転軸2の先端部に
固設された掘削刃3の回転によって掘り下げられて孔4
を形成する。そして、該回転軸2の先端部に設けられた
ノズル5よりセメントミルクの如き地盤改良材6を噴出
せしめ、前記掘削刃3によって掘削した掘削土の中に注
入される。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described in detail below with reference to FIGS. For the sake of convenience of description, a configuration which is conventionally known will be described at the same time. In the figure, 1 is a soft ground to be improved. The soft ground 1 is dug down by the rotation of the excavating blade 3 fixed to the tip of the rotary shaft 2 to form a hole 4
To form. Then, a ground improvement material 6 such as cement milk is ejected from a nozzle 5 provided at the tip of the rotary shaft 2 and injected into the excavated soil excavated by the excavating blade 3.

【0010】又、該回転軸2には攪拌翼7,7…が固設
されている。従って該攪拌翼7,7…は回転軸2及び掘
削刃3の回転と共に同一方向に回転して、前記掘削土と
地盤改良材6とを混合攪拌する働きを為す。但し、該掘
削刃3及び該回転軸2の同一方向の回転は掘削土を同一
方向に回転移動させることはできるが、該掘削土を細砕
したり地盤改良材と効率良く混合攪拌する等の効果は期
待できない。
Further, stirring blades 7, 7, ... Are fixedly mounted on the rotary shaft 2. Therefore, the stirring blades 7, 7 ... Rotate in the same direction as the rotary shaft 2 and the excavating blade 3 rotate, and serve to mix and stir the excavated soil and the ground improvement material 6. However, although rotation of the excavating blade 3 and the rotary shaft 2 in the same direction can rotate and move the excavated soil in the same direction, the excavated soil can be crushed or efficiently mixed with the ground improvement material for stirring. The effect cannot be expected.

【0011】そこで、本発明に於ては回転軸2の先端部
近傍に前記攪拌翼7,7…の直下又は直上に2個の筒状
体8,8を上下に所定間隔を有して遊嵌し、そして、該
筒状体8,8に夫々停止翼9,9を回転軸2の直径方向
で且つ、平面視で直線状に重って突設され、而も、該停
止翼9,9の先端部は掘削孔4の孔壁にやや接触する程
度に形成されている。又、図示例では前記下方の停止翼
9は多少上下動できるように構成され、そして、上方の
停止翼9は殆ど上下動しないように構成されているが、
之に限定されるべきではない。更に、之等上下の停止翼
9,9の両端部には、図5に示すような外方へハラミ状
に膨出した板バネ10,10の上下端部を夫々枢支され
ている。而して、該板バネ10,10は通常の状態では
該掘削孔4の孔壁を押し付けるように構成されている。
又、該板バネ10,10の背中部位に押え具10a,1
0aを設けてもよい。
In view of this, in the present invention, two cylindrical bodies 8, 8 are provided in the vicinity of the tip of the rotary shaft 2 directly below or above the stirring blades 7, 7 with a predetermined interval above and below. Then, the stop blades 9 and 9 are respectively provided on the cylindrical bodies 8 and 8 so as to project in the diameter direction of the rotating shaft 2 and linearly in plan view. The tip portion of 9 is formed to slightly contact the hole wall of the excavation hole 4. Further, in the illustrated example, the lower stop blade 9 is configured to be able to move up and down to some extent, and the upper stop blade 9 is configured to hardly move up and down.
It should not be limited to this. Further, the upper and lower end portions of the leaf springs 10, 10 that bulge outward in a scalloped shape as shown in FIG. 5 are pivotally supported at both ends of the upper and lower stop wings 9, 9, respectively. Thus, the leaf springs 10 and 10 are configured to press the hole wall of the excavation hole 4 in a normal state.
In addition, the holding parts 10a, 1
0a may be provided.

【0012】更に、図3及び図4に示す如く、上方の停
止翼9を下方へ常時押圧するコイルバネ11を回転軸2
に巻装し、そして、該コイルバネ11のバネ圧を調整で
きるようにした止具12にて該コイルバネ11の上面を
係止している。この発明の一実施例は上述せる如き装置
に係るから、改良すべき軟弱地盤1は掘削刃3の回転に
よって逐次掘り下げられて掘削孔4が形成される。そし
て、該掘削刃3によって掘削された掘削土は該掘削刃3
及び攪拌翼7の回転によって回転移動する。更に、回転
軸2の先端部に取付けられているノズル5よりセメント
ミルクの如き地盤改良材6が噴出され、前記掘削土と共
に回転移動する。 このとき、上下の停止翼9,9は前
記掘削土の回転移動によって回転軸2を回転中心として
共廻りしようとするが、該上下の停止翼9,9の端部間
に介装されているハラミ状の板バネ10,10が該板バ
ネ10,10の弾性力又は、該弾性力を助成しているコ
イルバネ11の付勢にて掘削孔4の孔壁を押圧し、そし
て、共廻りしようとする作用を拘束して停止する。
Further, as shown in FIGS. 3 and 4, the coil spring 11 for constantly pressing the upper stop blade 9 downward is provided with the rotating shaft 2.
The upper surface of the coil spring 11 is locked by a stopper 12 which is wound around the coil spring 11 and is capable of adjusting the spring pressure of the coil spring 11. Since one embodiment of the present invention relates to the apparatus as described above, the soft ground 1 to be improved is successively dug down by the rotation of the drilling blade 3 to form the drilled hole 4. The excavated soil excavated by the excavating blade 3 is the excavating blade 3
Also, the stirring blade 7 is rotated to move. Further, a ground improvement material 6 such as cement milk is ejected from a nozzle 5 attached to the tip of the rotary shaft 2 and rotates and moves together with the excavated soil. At this time, the upper and lower stop blades 9, 9 try to rotate together with the rotary shaft 2 as the center of rotation by the rotational movement of the excavated soil, but are interposed between the end portions of the upper and lower stop blades 9, 9. Harami-shaped leaf springs 10, 10 press the hole wall of the excavation hole 4 by the elastic force of the leaf springs 10, 10 or the bias of the coil spring 11 which assists the elastic force, and then rotate together. And stop the action.

【0013】斯くして、回転中の攪拌翼7,7…と停止
している停止翼9,9との間で回転移動中の掘削土が細
断され、更に、該細断された土と前記地盤改良材6とが
効率良く攪拌混合されるのである。尚、本発明は、本発
明の精神を逸脱しない限り種々の改変を為すことがで
き、そして、本発明が該改変されたものに及ぶことは当
然である。
In this way, the excavated soil that is rotating and moving between the rotating stirring blades 7, 7 ... And the stopped blades 9, 9 is shredded, and the shredded soil is further cut. The ground improvement material 6 is efficiently agitated and mixed. The present invention can be variously modified without departing from the spirit of the present invention, and it goes without saying that the present invention extends to the modified one.

【0014】[0014]

【発明の効果】請求項1及び2記載の発明は上記一実施
例に於て詳述せる如く、回転軸に遊嵌されている停止翼
は、該回転軸に固設している攪拌翼の回転にて回転移動
している掘削土により同一方向へ回転しようとするが、
該停止翼は該停止翼の先端部に設けているハラミ状のバ
ネ板が掘削孔の孔壁を押圧して停止する。斯くして、回
転中の攪拌翼との間に於て掘削土は細断され、地盤改良
材は該細断された掘削土と良く混合攪拌されて強固な円
柱状の改良地盤を形成することができる。
As described in detail in the above one embodiment, the stop blade loosely fitted to the rotary shaft is the stirring blade fixed to the rotary shaft. It tries to rotate in the same direction due to the excavated soil that is rotating by rotation,
The stop blades are stopped by pressing a hole wall of the excavation hole with a spring-shaped spring plate provided at the tip of the stop blades. Thus, the excavated soil is shredded between the rotating stirring blades, and the ground improvement material is well mixed and stirred with the shredded excavated soil to form a solid cylindrical improved ground. You can

【0015】又、掘削孔の微妙な大きさの違いや硬さに
合わせて板バネが変形するので、掘進引上げ操作は極め
て円滑に行われる。更に、該掘削孔に障害物があっても
前記掘進引上操作に支障を及ぼすようなことはなく、仮
に、攪拌翼と停止翼間に障害物を噛むようなことがあっ
たとしても、停止翼が回転軸に沿って移動して逃げるの
で、回転軸や駆動部に無理を生ぜしめたり、攪拌翼或は
該停止翼が破損するようなこともない。又、請求項2記
載の発明における上方の停止翼を下方へ付勢してコイル
バネは前記板バネの弾性力を助成すると共に、該コイル
バネ自体の弾性力も状況に合わせて任意に調整し、そし
て、該停止翼を掘削孔の孔壁に押し付けて確実に停止さ
せるようにすることができる等、正に諸種の著大なる効
果を奏する発明である。
Further, since the leaf spring is deformed according to the subtle difference in size and hardness of the excavation hole, the excavation and pull-up operation can be performed extremely smoothly. Further, even if there is an obstacle in the drilling hole, it does not hinder the above-mentioned operation for advancing and pulling, and even if an obstacle is caught between the stirring blade and the stop blade, the stop is stopped. Since the blade moves along the rotation axis and escapes, there is no possibility that the rotation axis or the drive unit is overloaded or the stirring blade or the stop blade is damaged. Further, the coil spring assists the elastic force of the leaf spring by urging the upper stop blade in the invention of claim 2 downward, and the elastic force of the coil spring itself is arbitrarily adjusted according to the situation. It is an invention that achieves a great variety of effects, such as being able to press the stop blade against the hole wall of the excavation hole to surely stop it.

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

【図1】請求項1記載の発明の地上部に於ける一部切欠
正面図。
FIG. 1 is a partially cutaway front view of a ground portion of the invention according to claim 1.

【図2】同掘削孔内に於ける一部切欠縦断正面図。FIG. 2 is a partially cutaway vertical front view in the same excavation hole.

【図3】請求項2記載の発明の地上部に於ける一部切欠
正面図。
FIG. 3 is a partially cutaway front view of the above-ground portion of the invention according to claim 2;

【図4】同掘削孔内に於ける一部切欠縦断正面図。FIG. 4 is a partially cutaway vertical front view in the excavation hole.

【図5】板バネの斜面図。FIG. 5 is a perspective view of a leaf spring.

【符号の説明】[Explanation of symbols]

1 軟弱地盤 2 回転軸 3 掘削刃 4 掘削孔 5 ノズル 6 地盤改良材 7 攪拌翼 8 筒状体 9 停止翼 10 板バネ 11 コイルバネ 12 止具 1 Soft Ground 2 Rotating Axis 3 Drilling Blade 4 Drilling Hole 5 Nozzle 6 Ground Improvement Material 7 Stirring Blade 8 Cylindrical Body 9 Stopping Blade 10 Leaf Spring 11 Coil Spring 12 Stopper

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 回転軸の先端部に掘削刃と地盤改良材の
噴出用ノズルを備え、前記掘削刃によって掘削した掘削
土と前記ノズルより噴出される地盤改良材とを前記回転
軸に固設した攪拌翼にて攪拌するようにした混合攪拌装
置に於て、前記回転軸に固設した攪拌翼の直上又は直下
に2個の筒状体を所定間隔を有して遊嵌し、更に一方又
は双方の筒状体は多少の上下動ができるように構成さ
れ、且つ、該上下の各筒状体の直径方向に、掘削孔の孔
径と同じか或は短かい停止翼を固設すると共に、該上下
の停止翼の先端部間に外方へ膨出した板バネを介装して
成る地盤改良用混合攪拌装置。
1. An excavating blade and a nozzle for ejecting ground improvement material are provided at the tip of a rotating shaft, and excavated soil excavated by the excavating blade and the ground improving material ejected from the nozzle are fixed to the rotating shaft. In the mixing and stirring device configured to stir with the stirring blade, two cylindrical bodies are loosely fitted directly above or below the stirring blade fixed to the rotary shaft with a predetermined interval, and Alternatively, both tubular bodies are configured to be able to move up and down to some extent, and stop blades having the same or a short diameter as the bore diameter of the excavation hole are fixed in the diameter direction of the upper and lower tubular bodies. A mixing and agitating device for ground improvement, comprising leaf springs bulging outward between the upper and lower stop blades.
【請求項2】 上記上部の停止翼はバネにて下方へ付勢
されていることを特徴とする請求項1記載の地盤改良用
混合攪拌装置。
2. The ground improvement mixing and stirring apparatus according to claim 1, wherein the upper stop blade is urged downward by a spring.
JP27600592A 1992-10-14 1992-10-14 Mixing stirrer for ground improvement Expired - Fee Related JP3238213B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27600592A JP3238213B2 (en) 1992-10-14 1992-10-14 Mixing stirrer for ground improvement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27600592A JP3238213B2 (en) 1992-10-14 1992-10-14 Mixing stirrer for ground improvement

Publications (2)

Publication Number Publication Date
JPH06128945A true JPH06128945A (en) 1994-05-10
JP3238213B2 JP3238213B2 (en) 2001-12-10

Family

ID=17563456

Family Applications (1)

Application Number Title Priority Date Filing Date
JP27600592A Expired - Fee Related JP3238213B2 (en) 1992-10-14 1992-10-14 Mixing stirrer for ground improvement

Country Status (1)

Country Link
JP (1) JP3238213B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001311378A (en) * 2000-04-28 2001-11-09 Uchimura Kazuhiro Excavating device and excavating method for underground hole
CN100385077C (en) * 2005-11-17 2008-04-30 上海交通大学 Deep stirring pile stirring head with fixed blade
JP2009228246A (en) * 2008-03-21 2009-10-08 Travers Corp Drilling and agitation equipment for soil improvement
JP2015055048A (en) * 2013-09-10 2015-03-23 株式会社テノックス九州 Excavation agitation device with corotation prevention blade
JP2022088016A (en) * 2020-12-02 2022-06-14 昌尚 橋本 Production method of improved consolidated body

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001311378A (en) * 2000-04-28 2001-11-09 Uchimura Kazuhiro Excavating device and excavating method for underground hole
CN100385077C (en) * 2005-11-17 2008-04-30 上海交通大学 Deep stirring pile stirring head with fixed blade
JP2009228246A (en) * 2008-03-21 2009-10-08 Travers Corp Drilling and agitation equipment for soil improvement
JP2015055048A (en) * 2013-09-10 2015-03-23 株式会社テノックス九州 Excavation agitation device with corotation prevention blade
JP2022088016A (en) * 2020-12-02 2022-06-14 昌尚 橋本 Production method of improved consolidated body

Also Published As

Publication number Publication date
JP3238213B2 (en) 2001-12-10

Similar Documents

Publication Publication Date Title
JP6273333B1 (en) Method for forming soil cement pile
JPH067069Y2 (en) Coexistence prevention device for excavated soil in ground improvement machine
JPH06128945A (en) Subsoil improvement mixing device
JP2010007328A (en) Agitating device for columnar improvement
JPH06128946A (en) Subsoil improvement mixing device
JPH06136740A (en) Mixing and stirring device for ground improvement
JPH06158640A (en) Method for mixing and agitating for soil improvement and device for use therein
JPH0827786A (en) Formation device of underground pile
JP2511359B2 (en) Mixing equipment for excavated soil in ground improvement method
JP2788171B2 (en) Excavation mixer for ground improvement
JPH0853834A (en) Mixing and stirring device for ground improvement
JPH0564221U (en) Mixing and stirring equipment for ground improvement
JP3058719U (en) Ground improvement equipment
JPH09221741A (en) Mixing agitation blade device of excavated soil in ground improving machine
JP3932173B2 (en) Steel pipe pile construction member and steel pipe pile construction method
JPH0827772A (en) Mixing and stirring device for ground improvement
JPH11209962A (en) Agitating device for foundation improvement
JP2600011B2 (en) Ground improvement equipment
JP2795422B2 (en) Mixing and stirring blade device of ground improvement machine
JPH09221740A (en) Mixing agitation blade device of excavated soil in ground improving machine
JPH03197714A (en) Method and device for soil improvement
JP3231978U (en) Ground improvement device equipped with anti-rotation wings
JP4832186B2 (en) Prevention device for co-rotation of kneading soil of excavation stirring rod
JP7131985B2 (en) drilling stirrer
JP2009030370A (en) Soil agitating method for columnar improvement of ground, and agitating head for use in it

Legal Events

Date Code Title Description
LAPS Cancellation because of no payment of annual fees