JPH06136740A - Mixing and stirring device for ground improvement - Google Patents

Mixing and stirring device for ground improvement

Info

Publication number
JPH06136740A
JPH06136740A JP28321592A JP28321592A JPH06136740A JP H06136740 A JPH06136740 A JP H06136740A JP 28321592 A JP28321592 A JP 28321592A JP 28321592 A JP28321592 A JP 28321592A JP H06136740 A JPH06136740 A JP H06136740A
Authority
JP
Japan
Prior art keywords
blade
stop
stirring
ground
suspension
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.)
Pending
Application number
JP28321592A
Other languages
Japanese (ja)
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 JP28321592A priority Critical patent/JPH06136740A/en
Publication of JPH06136740A publication Critical patent/JPH06136740A/en
Pending legal-status Critical Current

Links

Landscapes

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

Abstract

PURPOSE:To well crush excavated soil, and thereby efficiently mix the excavated soil with fixing material around a pit in a ground improvement mixing and stirring device equipped with a stirring blade and suspension blades. CONSTITUTION:An excavating blade 3 and a nozzle 5 injecting water and ground 6 are mounted on the tip end section of a rotating shaft 2, and a stirring blade 7 is fixed on its upper section. Meanwhile, a ring shaped holding fixture 8 is loosely fitted in a place just above or below the stirring blade 7, guiding pieces 9 are projected in both the directions of the diameter of the holding fixture 8, moreover, each suspension blade 11 which is provided slidably in the horizontal direction along the side surface of each guiding piece 9, is additionally provided for each guiding piece 9. Leaf springs 14 are provided in the back face of each suspension blade 11 to energize each suspension blade 11 outward, the tip end section of each suspension blade 11 thereby presses the wall of an excavated hole 4, so that it can be suspended.

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、前記回転軸の先端部近
傍に固設した攪拌翼に近接して輪状の保持具を該回転軸
に遊嵌し、該保持具の直径方向の両方向に向って掘削孔
の孔壁面より一定間隔を有するように構成された案内片
を突設し、更に、該案内片に停止翼を水平方向摺動自在
に取付け、且つ、該停止翼はバネにて夫々外方へ付勢さ
れて掘削孔の孔壁を押圧して停止することができるよう
にした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 excavated soil and the ground improvement material ejected from the nozzle with a stirring blade fixed to the rotating shaft, fixed near the tip of the rotating shaft. A ring-shaped holder is loosely fitted to the rotary shaft in the vicinity of the stirring blade, and a guide piece configured to have a constant distance from the hole wall surface of the excavation hole is projected in both diametrical directions of the holder. Further, the stop blades can be attached to the guide piece so as to be slidable in the horizontal direction, and the stop blades can be stopped by being urged outward by springs to press the hole wall of the excavation hole. The present invention provides a mixing and agitating device for soil improvement.

【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、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、該停止翼はバネによって外方
へ付勢され、そして、該バネの弾性力にて掘削孔の孔壁
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 stop blade tries to rotate about the rotation axis by the rotational movement of the excavated soil, but the stop blade is urged outward by the spring, and the elastic force of the spring causes the stop blade to rotate. The hole wall of the excavation hole is pressed 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、該停止翼は水平方向に摺動自在に形
成されているため、掘削孔の孔壁の硬さに応じて任意に
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。
Further, since the stop blade is formed so as to be slidable in the horizontal direction, the spring is arbitrarily deformed according to the hardness of the hole wall of the drill hole, and the hole wall of the drill hole is effectively provided. Press to stop. Further, even if the obstacle bites, the stop blade moves and escapes, so that the stop blade is not damaged.

【0009】[0009]

【実施例】以下、本発明の一実施例を図1乃至図3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、地質によっては
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, rotation of the excavating blade 3 and the rotating shaft 2 in the same direction can rotate and move the excavating soil in the same direction, but depending on the geology, the excavating soil can be crushed or efficiently mixed and stirred with the ground improvement material. You cannot expect the effect of doing.

【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…の直下又は直上に輪状の保持
具8を遊嵌し、そして、該保持具8の直径方向の両方向
に向って案内片9,9を突設し、且つ、該案内片9,9
は掘削孔4の内径より小径に形成され、更に、該案内片
9,9に水平方向の長穴10,10を開穿し、更に、該
案内片9,9の側面に沿って水平方向に摺動できる停止
翼11,11を設け、該停止翼11,11に前記長穴1
0,10内に遊嵌される突片12,12を突設して該長
穴10,10に夫々遊嵌され、そして、該長穴10,1
0の外側部に前記突片12,12が摺動したとき、前記
停止翼11,11の先端部11a,11aが掘削孔4の
孔壁を押圧して該停止翼11,11が停止するように形
成されている。
In view of this, in the present invention, a ring-shaped holder 8 is loosely fitted in the vicinity of the tip of the rotary shaft 2 just below or just above the stirring blades 7, 7 ... And the diameter direction of the holder 8 is increased. Guide pieces 9 and 9 are provided so as to project in both directions, and the guide pieces 9 and 9 are provided.
Is formed to have a diameter smaller than the inner diameter of the excavation hole 4, and further, the elongated holes 10 and 10 in the horizontal direction are bored in the guide pieces 9 and 9, and the guide pieces 9 and 9 are horizontally extended along the side surfaces thereof. Sliding stop wings 11, 11 are provided, and the elongated holes 1 are formed in the stop wings 11, 11.
Projecting pieces 12, 12 which are loosely fitted in the holes 0, 10 are provided to be loosely fitted in the elongated holes 10, 10, respectively, and the elongated holes 10, 1
When the protruding pieces 12, 12 slide on the outer side of 0, the tip portions 11a, 11a of the stop blades 11, 11 press the hole wall of the excavation hole 4 so that the stop blades 11, 11 stop. Is formed in.

【0012】更に、該停止翼11,11の先端部には板
体13,13が止着されて接触面積の増大を計ってお
り、且つ、該板体13,13が掘削孔4の孔壁を常時押
圧して該停止翼11,11が停止できるようにするため
に、該停止翼11,11の背後に板バネ14,14を介
装している。而して、該板バネ14,14はその下端部
を前記案内保持具8に止着し、上方を湾曲して該停止翼
11,11の背面に圧接し、そして、該停止翼11,1
1を外方へ付勢している。
Further, plate bodies 13 and 13 are fixed to the tip end portions of the stop blades 11 and 11 to increase the contact area, and the plate bodies 13 and 13 are formed in the hole wall of the excavation hole 4. In order to constantly press the stop blades 11 and 11 so that they can be stopped, leaf springs 14 and 14 are provided behind the stop blades 11 and 11. Thus, the lower ends of the leaf springs 14 and 14 are fixed to the guide holder 8, are curved upward and are pressed against the back surface of the stop blades 11 and 11, and the stop blades 11 and 1 are
I am pushing 1 toward the outside.

【0013】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、左右の停止翼11,11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、該左右の停止翼11,11は
板バネ14,14の弾性力にて掘削孔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。
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 excavating blade 3 to form the excavation 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 left and right stop wings 11, 11 try to rotate together with the rotary shaft 2 as the center of rotation by the rotational movement of the excavated soil, but the left and right stop wings 11, 11 are affected by the elastic force of the leaf springs 14, 14. It presses the hole wall of the excavation hole 4 and restrains the action of co-rotating and stops.

【0014】斯くして、回転中の攪拌翼7,7…と停止
している停止翼11,11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 11, 11 is shredded, and the shredded soil and Ground improvement material 6
And are efficiently mixed with stirring. The present invention is
Various modifications can be made without departing from the spirit of the present invention, and it goes without saying that the present invention covers the modifications.

【0015】[0015]

【発明の効果】本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
の背後に介装されているバネの弾性力に依って掘削孔の
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 of the present invention, the stop blade loosely fitted to the rotary shaft is rotated by the rotation of the stirring blade fixed to the rotary shaft. The excavating soil tries to rotate in the same direction, but the stop blades stop by pushing the hole wall of the excavation hole by the elastic force of the spring interposed behind 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

【0016】又、掘削孔の微妙な大きさの違いや硬さに
合わせて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、停止翼が案内片の側面に沿って中心方向に
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。
Further, since the spring is deformed according to the subtle difference in size and hardness of the excavation hole, the excavation and pulling 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 toward the center along the side surface of the guide piece and escapes, there is no possibility that the rotary shaft or the drive portion is overloaded or the stirring blade or the stop blade is damaged.

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

【図1】本発明の一実施例を示し、要部の平面図。FIG. 1 is a plan view of an essential part showing an embodiment of the present invention.

【図2】地上に於ける本発明要部の一部切欠正面図。FIG. 2 is a partially cutaway front view of the essential part of the present invention on the ground.

【図3】掘削孔内に於ける本発明要部の一部切欠正面
図。
FIG. 3 is a partially cutaway front view of an essential part of the present invention inside an excavation hole.

【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 保持具 9 案内片 10 長穴 11 停止翼 12 突片 14 板バネ 1 Soft Ground 2 Rotating Axis 3 Drilling Blade 4 Drilling Hole 5 Nozzle 6 Ground Improvement Material 7 Stirring Blade 8 Holding Tool 9 Guide Piece 10 Long Hole 11 Stopping Blade 12 Projection Piece 14 Leaf Spring

Claims (1)

【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、前記回転軸の先端部近傍に固設した攪拌翼に
近接して輪状の保持具を該回転軸に遊嵌し、該保持具の
直径方向の両方向に向って掘削孔の孔壁面より一定間隔
を有するように構成された案内片を突設し、更に、該案
内片に停止翼を水平方向摺動自在に取付け、且つ、該停
止翼はバネにて夫々外方へ付勢されて掘削孔の孔壁を押
圧して停止することができるようにしたことを特徴とす
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, a ring-shaped holder is loosely fitted to the rotation shaft in the vicinity of the stirring blade fixed near the tip of the rotation shaft. A guide piece configured so as to have a constant interval from the hole wall surface of the excavation hole in both diametrical directions, and further, a stop blade is attached to the guide piece so as to be slidable in the horizontal direction, and The ground mixing and stirring apparatus is characterized in that the stop blades are each biased outward by a spring to press the hole wall of the excavation hole and stop.
JP28321592A 1992-10-21 1992-10-21 Mixing and stirring device for ground improvement Pending JPH06136740A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28321592A JPH06136740A (en) 1992-10-21 1992-10-21 Mixing and stirring device for ground improvement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28321592A JPH06136740A (en) 1992-10-21 1992-10-21 Mixing and stirring device for ground improvement

Publications (1)

Publication Number Publication Date
JPH06136740A true JPH06136740A (en) 1994-05-17

Family

ID=17662603

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28321592A Pending JPH06136740A (en) 1992-10-21 1992-10-21 Mixing and stirring device for ground improvement

Country Status (1)

Country Link
JP (1) JPH06136740A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008008073A (en) * 2006-06-30 2008-01-17 Aso Foam Crete Co Ltd Kneaded earth and sand accompanying rotation preventive apparatus for drilling/stirring rod
JP2009102872A (en) * 2007-10-23 2009-05-14 Epokoramu Kiko Kk Excavating-agitating implement of ground improvement device
JP2012229568A (en) * 2011-04-26 2012-11-22 Something:Kk Ground improvement device

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008008073A (en) * 2006-06-30 2008-01-17 Aso Foam Crete Co Ltd Kneaded earth and sand accompanying rotation preventive apparatus for drilling/stirring rod
JP2009102872A (en) * 2007-10-23 2009-05-14 Epokoramu Kiko Kk Excavating-agitating implement of ground improvement device
JP2012229568A (en) * 2011-04-26 2012-11-22 Something:Kk Ground improvement device

Similar Documents

Publication Publication Date Title
JP2010007329A (en) Agitating device for columnar improvement
JPH04289319A (en) Method and apparatus for forming soil cement composite pile
JP6837047B2 (en) Excavation agitator and ground improvement machine equipped with excavation agitator
JPH06136740A (en) Mixing and stirring device for ground improvement
JPH06128945A (en) Subsoil improvement mixing device
JPH06128946A (en) Subsoil improvement mixing device
JP2010007328A (en) Agitating device for columnar improvement
JPH06158640A (en) Method for mixing and agitating for soil improvement and device for use therein
JP2511359B2 (en) Mixing equipment for excavated soil in ground improvement method
JPH0853834A (en) Mixing and stirring device for ground improvement
JP3648045B2 (en) Excavator with agitator
JPH0564221U (en) Mixing and stirring equipment for ground improvement
JP4026965B2 (en) Drilling soil mixing stirrer
JPH08232257A (en) Device for improving foundation
JP2600011B2 (en) Ground improvement equipment
JP2019112834A (en) Drilling machine
JPH0931969A (en) Excavation and agitation device for soil improvement
JPH07331648A (en) All-casing ground improvement device
JP2795422B2 (en) Mixing and stirring blade device of ground improvement machine
JP5014911B2 (en) Drilling auger equipment
JPH09221741A (en) Mixing agitation blade device of excavated soil in ground improving machine
JPH1161800A (en) Preventive device against rotating together for stabilizing method of ground
JP2838388B2 (en) Ground improvement equipment
JP2754120B2 (en) Underground excavator and its excavator
JPH0892952A (en) Ground improvement device and ground improvement method