JPS5938419A - Method and apparatus for agitating ground - Google Patents

Method and apparatus for agitating ground

Info

Publication number
JPS5938419A
JPS5938419A JP14888482A JP14888482A JPS5938419A JP S5938419 A JPS5938419 A JP S5938419A JP 14888482 A JP14888482 A JP 14888482A JP 14888482 A JP14888482 A JP 14888482A JP S5938419 A JPS5938419 A JP S5938419A
Authority
JP
Japan
Prior art keywords
rotating shaft
around
horizontal
shaft
blade
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
JP14888482A
Other languages
Japanese (ja)
Other versions
JPS6338496B2 (en
Inventor
Isamu Moriya
勇 守屋
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.)
Raito Kogyo Co Ltd
Original Assignee
Raito Kogyo 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 Raito Kogyo Co Ltd filed Critical Raito Kogyo Co Ltd
Priority to JP14888482A priority Critical patent/JPS5938419A/en
Publication of JPS5938419A publication Critical patent/JPS5938419A/en
Publication of JPS6338496B2 publication Critical patent/JPS6338496B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/12Consolidating by placing solidifying or pore-filling substances in the soil
    • E02D3/126Consolidating by placing solidifying or pore-filling substances in the soil and mixing by rotating blades

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Agronomy & Crop Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Soil Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

PURPOSE:To uniformly mix soil and sand with a solidifying agent by a method in which a vertical agitating blade is fixed orthogonally to a horizontal rotary shaft provided to a rotary shaft, and the agitating blade is turned around its axis while horizontally turning the horizontal rotary shaft around the rotary shaft. CONSTITUTION:When a rotary shaft 1 is turned and a solidifying agent is injected, the ground is excavated by a drill bit 2 and a small drill blade 3, raked up by an excavating blade 4, and mixed with the solidifying agent. On the other hand, horizontal rotary shafts 14 and 15 are horizontally turned with a gear case 10 around the shaft 1 as the shaft 1 turns. In this case, a rotary resistance plate 13 does not turn by the resistance with the surrounding ground and also the main bevel gear 11 does not turn. Follow bevel gears 16 and 17 turn in the direction of arrow, the horizontal rotary shafts 14 and 15 rotate around its axis in the direction of arrow while revolving horizontally around the shaft 1, and the vertical agitating blade 18 turns on the vertical face.

Description

【発明の詳細な説明】 本発明は、軟弱地盤の改良に当って、七メント等の硬化
相と現地盤とをブレードによって攪拌混合し、固結させ
て、フィルセメント杭あるいはノイルセメント柱列杭を
造成する場合等に使用する地盤の攪拌方法およびその装
置に関する。
DETAILED DESCRIPTION OF THE INVENTION When improving soft ground, the present invention involves stirring and mixing a hardened phase such as Shichiment with local soil using a blade, solidifying it, and forming fill cement piles or noil cement column piles. The present invention relates to a method of stirring the ground and an apparatus for the same, which is used when creating a ground.

高含水性の軟弱粘性土や有機質上等に対しては、セメン
ト等の硬化相と現地盤の土砂とを地中において攪拌混合
さすて固結を図る−[法(以下攪拌混合固結工法という
)Vま、施工速度が速くかつfl(コストであるという
点できわめて優れ−こいる。
For soft, viscous soil with high water content and organic soil, consolidation is achieved by stirring and mixing the hardening phase of cement, etc., with earth and sand in the field underground. ) It is extremely superior in terms of fast construction speed and low cost.

しかし、この工法に片いて重要なことは、硬化剤と土砂
とが均一に攪拌混合されて始−1)−〇所期G)強度が
発現することである。しかるに、従来装置は、形状はど
うであれ、回転軸に単に攪拌翼を突設したものであるた
め、特に粘性土に対しては、攪拌翼に孔内上が付着し、
硬化相との混合性が低下し、著しい場合に4′上攪拌翼
の回転範囲内において現地盤上が攪拌翼といわゆる共廻
り現象を起し、硬化材と孔内ヒとが全く混合されないこ
ともある。
However, what is important about this construction method is that the curing agent and the earth and sand are uniformly stirred and mixed so that the initial strength is developed. However, regardless of the shape, conventional devices simply have stirring blades protruding from the rotating shaft, so the top of the hole may stick to the stirring blades, especially for cohesive soil.
The miscibility with the hardening phase decreases, and in severe cases, the top of the field plate causes a so-called co-rotation phenomenon with the stirring blade within the rotation range of the 4' upper stirring blade, and the hardening material and the hole inside the hole are not mixed at all. There is also.

本発明はかかる問題点を一挙に解決したもので、その目
的・は攪拌混合性に著しく優れ、現地盤土砂と硬化材と
の均一混合性に優れた地盤の攪拌方法およびその装置を
提供することにある。
The present invention solves these problems at once, and its purpose is to provide a method and device for stirring the ground that is extremely excellent in stirring and mixing properties and uniformly mixing field soil and hardening material. It is in.

この目的の達成のため、本発明法は、回転シャフトに水
平回転軸を設け、その水平回転軸に直交的に垂直攪拌羽
根を固定し、前記水平回転軸を回転7ヤフトの周シに水
平回転させながらそれ自体をその軸心回りに回転させる
構成としたく、のである。
To achieve this objective, the method of the present invention provides a rotating shaft with a horizontal rotating shaft, fixes a vertical stirring blade orthogonally to the horizontal rotating shaft, and horizontally rotates the horizontal rotating shaft around the circumference of a rotating shaft. The idea is to create a configuration that allows the device to rotate itself around its axis while moving the device.

また、本発明装置は、回転シャフトの周囲に主傘1′・
H車を配設しこれを対2i” )ig盤との抵抗により
非回Iiバとなし、前記回転シャフトに直交して水平回
転軸1):配設し、この水平回転軸に前記主傘歯車に噛
合する従車歯車を固定し、かつ垂直攪拌羽根を固定し、
前記回転/ヤフトの回転に伴って水平回転軸は回転/ヤ
フトの周りを水平に公転し、かつそれ自体(はその軸心
周りに自転5丁能とした構成としたものである。
In addition, the device of the present invention has a main umbrella 1′ and a
A H wheel is arranged, and this is made into a non-rotating bar due to the resistance with the pair 2i'')ig board, a horizontal rotating shaft 1) is arranged perpendicular to the rotating shaft, and the main umbrella is attached to this horizontal rotating shaft. The driven gear that meshes with the gear is fixed, and the vertical stirring blade is fixed,
As the rotation/yaft rotates, the horizontal rotation shaft horizontally revolves around the rotation/yaft, and the rotation shaft itself can rotate five times around its axis.

すなわち、本発明は従来の水平攪拌のみで(は水平攪拌
羽根に土砂が付着し攪拌混合性が著しく低下することに
鑑み、垂直攪拌をも併用しようとするものである。
That is, the present invention attempts to use vertical stirring in combination with the conventional horizontal stirring alone (in view of the fact that sediment adheres to the horizontal stirring blades and the stirring and mixing properties are significantly reduced).

以下本発明を1?1面(lて/ドす具体例によって説明
す゛る。2.−r t r]および第2図において、1
は回転/ヤフトで、アースオーが機またはドリリングマ
/ン等に連結され、そ・ツノ回転駆動力により、平面的
にみて右回転するようになっている。回転シャフト1の
先端には照面の、穿孔ビット2およびスフIJ。
In the following, the present invention will be explained by way of a specific example.
is a rotation/yaft, and the earth-o is connected to a machine or drilling machine, etc., and the rotational driving force of its horn causes it to rotate clockwise when viewed from above. At the tip of the rotating shaft 1, there is a drilling bit 2 and an IJ with a shining surface.

一式の小穿孔羽根3が同Uされている。穿孔羽根:3の
上方には、下縁が聞伝方向のAi1方に位置するスクI
J、一式の掘削羽根4が回転71ノ!−1に固着されて
い!、。さらにその上方位1r′4.には、掘削羽根4
とねじれ方向が逆の四囲板状・、l) 、−i% l水
乎攪拌羽(5!5が回転/ヤフト1に固着されている。
A set of small perforated blades 3 are provided in the same U. Above the perforation blade 3, there is a screw I whose lower edge is located on the Ai1 side of the transmission direction.
J, a set of digging blades 4 rotates 71 rpm! Fixed to -1! ,. Furthermore, the upper direction 1r'4. The drilling blade 4
A four-circle plate shape with opposite twisting direction., -i% l Water stirring blade (5!5 is fixed to rotating/yaft 1.

ま7にさらに」二方には、上縁が1の1・伝方向の前方
に位置する第2水平攪拌羽根Gが回転/ヤフト1に固着
されている。
Furthermore, on the two sides, a second horizontal stirring blade G whose upper edge is located forward in the transmission direction is fixed to the rotating/yaft 1.

他方、第1水平IW拌羽根5と第2水平jλ斗羽根6と
の間の位置に、本発明が特徴とするところの水平・垂直
攪拌機構Aが設けられている。すなわち、回転シャツ)
Iの回転と縁切シして回転/ヤフト1の周囲にギアケー
ス10が配設され、その内部に主傘歯車1[が配され、
この主傘歯車11は回転ンヤフト1の周囲にベアリング
(図示せず〕を介して設けられている。また、主傘歯車
111CjZj−、回転/ヤフトlの回転に;′jして
ベアリング(図示せず)r介して縁切りした支持体1’
l>バ一体化され、この支持体12に周方向に等公的に
外方へ張り出す4枚の回転抵抗板13が一体化されてい
る。
On the other hand, a horizontal/vertical stirring mechanism A, which is a feature of the present invention, is provided at a position between the first horizontal IW stirring blade 5 and the second horizontal jλ dowel blade 6. i.e. rotating shirt)
A gear case 10 is disposed around the rotating/yaft 1, which is connected to the rotation of the gear I, and a main bevel gear 1 is disposed inside the gear case 10.
This main bevel gear 11 is provided around the rotating shaft 1 via a bearing (not shown). z) Support 1' edge cut through r
Four rotation resistance plates 13 are integrally formed on this support body 12 and project outwardly in the circumferential direction.

捷だ回転7ヤフト1と7α交的にかつギアケースtOj
xM通して第1水平回(伝4i1]14および第2水・
l711巨fi<・円1115が配され、それらの基部
ノベ回匠7ヤフト1に挿嵌さ1′L1嵌入部にはベアリ
ングCL’l示Iff J’ )が配されている。両水
平回転軸]、 4 、15(・′こ・ri、それぞれ第
1従傘崗車16および第2従!:ミ歯申17が一体化さ
れ、さらに従j!ミ歯車16,17Vよギ′rケース1
0に内装されだ犬態で主傘歯車11に噛f’i してい
る。しかも、両水平回転軸14.15には、これと直交
して照面の垂直攪拌軸18Aが固着さ4I2、かつこれ
に照面状態で水平に延びる小攪拌羽根18Bが固着され
、@直攪拌羽根18が構成されている。
Rotation 7 Yaft 1 and 7α and gear case tOj
Through xM, the 1st horizontal round (den 4i1) 14 and the 2nd horizontal round
1711 huge fi <・circle 1115 are arranged, and a bearing CL'Iff J') is arranged at the insertion part 1'L1 inserted into the base Nobe Kaisho 7 Yaft 1. Both horizontal rotating shafts], 4, 15 (・'ko・ri, respectively, the first subordinate umbrella wheel 16 and the second subordinate gear 17 are integrated, and furthermore, the subordinate gears 16 and 17 are integrated. 'r case 1
0 and is engaged with the main bevel gear 11 in a dog-like position. In addition, a vertical stirring shaft 18A with an illuminated surface is fixed to both horizontal rotating shafts 14 and 15 perpendicularly thereto, and a small stirring blade 18B extending horizontally in an illuminated surface is fixed to this, @direct stirring blade 18 is configured.

かかる構成の地盤の攪拌混合装ば−を用いて、軟弱地盤
を改良するに際しては1.゛まず削孔のだめの駆動装置
により回転7ヤフト1を回転させるとともに、これに圧
入力を与えながら所定深度まで削孔を行う。その抜用−
1二げを図る。
When improving soft ground using a ground stirring and mixing equipment with such a configuration, 1. ``First, the rotary shaft 1 is rotated by a driving device for drilling, and a hole is drilled to a predetermined depth while applying a pressing force to the rotary shaft 1. Its omission-
Aim for 1 or 2.

ここで、削孔時において、対象地盤の土砂1tま、穿孔
ビット2および小穿孔羽根3により削られ、主に掘削羽
根4により上方に掻き上げられる。その際、第1水平攪
拌羽根5は、ねじれ方向が逆であるため、掻き上げられ
る土砂に対して抑え刊ける作用をする。
Here, during drilling, up to 1 ton of earth and sand from the target ground is scraped by the drilling bit 2 and the small drilling blade 3, and is mainly scraped upward by the drilling blade 4. At this time, since the first horizontal stirring blade 5 is twisted in the opposite direction, it acts to suppress the soil being stirred up.

寸だ、予め回転ンヤフト1を中空としておき、これを介
してセメント液等の硬化洞を地上から圧送し、これを回
転/ヤフト]−または羽根から、削孔時および捷たけ引
上げ時において注入する。これによって掘削土砂と硬化
材との接触を図りながら、各羽根により用件混合ならび
に固結化を図る。
The rotary shaft 1 is made hollow in advance, and hardening fluid such as cement liquid is pumped from the ground through it, and this is injected from the rotary shaft or blades during drilling and when pulling up the slag. . This allows the excavated earth and sand to come into contact with the hardening material, while each blade mixes and solidifies the material.

一方、前述のように、単に水平攪拌羽根のみでは、共廻
りを生じ、攪拌混合性が悪い。本発明では、回転ンヤフ
ト1を回転させると、水平回転軸14 、 i 5がギ
アケース10と共に、回転シャフト1の周りを水平回転
する。その際、回転抵抗板13は周辺土砂によシ拘束さ
れ、回転シャフト1の回転と縁切られているだめ回転せ
ず、その結果主傘歯車11も回転しない。したがって、
主傘歯車11に噛合する第1および第2従傘歯車16゜
17は、回転シャフト1の右回転に従って、図示矢印方
向に回転し、これに伴って第1および第2水平回転軸1
4.15は、回転シャフト1の周9を水平的に公転しな
がら、自らは図示の矢印方向にその軸心周りに自転する
。その結果、垂直攪拌羽根18は、垂直面上を回転する
On the other hand, as described above, if only the horizontal stirring blades are used, co-rotation occurs and the stirring and mixing properties are poor. In the present invention, when the rotating shaft 1 is rotated, the horizontal rotating shafts 14 and i5 horizontally rotate around the rotating shaft 1 together with the gear case 10. At this time, the rotation resistance plate 13 is restrained by the surrounding earth and sand and does not rotate because it is separated from the rotation of the rotating shaft 1, and as a result, the main bevel gear 11 also does not rotate. therefore,
The first and second subordinate bevel gears 16 and 17 that mesh with the main bevel gear 11 rotate in the direction of the arrow shown in the figure as the rotating shaft 1 rotates clockwise, and accordingly, the first and second horizontal rotating shafts 1
4.15 horizontally revolves around the circumference 9 of the rotating shaft 1 while rotating around its axis in the direction of the arrow shown in the figure. As a result, the vertical stirring blades 18 rotate on a vertical plane.

かかる水平垂直攪拌機構Aの作動によって、その周シの
、ならびに下方から上方へ掻き上げられるおよび上方か
ら下方へ抑え付けられる掘削土砂は、攪拌機構Aの部位
において、水平と同時に垂直の攪拌作用も受ける。した
がって、土砂には剪断作用が与えられ、羽根に付着団塊
化しようとする動きが分断される。その結果、土砂は注
入された硬化材と満遍なく接触し、均質、的なかつ強固
なソイルセメント杭またはフィルセメント柱列杭となる
By the operation of the horizontal and vertical stirring mechanism A, the excavated earth and sand that is scraped up from below and suppressed from above and around the circumference of the horizontal and vertical stirring mechanism A is stirred both horizontally and vertically at the part of the stirring mechanism A. receive. Therefore, a shearing action is applied to the earth and sand, and its movement to form agglomerates adhering to the blades is interrupted. As a result, the earth and sand come into contact with the injected hardening material evenly, resulting in a homogeneous, solid soil cement pile or fill cement column pile.

第3図および第4図は態様を異にする例で、掘削羽根4
に回転シャフト1に連通する導管20を設け、これにセ
メントスラリー等の硬化材噴射ノズル21を第1水平攪
拌羽根5に向けて取付け、また第2水平攪拌羽根6に導
管22を設け、これに硬化材噴射ノズル23を垂直攪拌
羽根18に向けて取付け、各ノズル21.23から硬化
材を30〜400Kf/cm2の高圧で噴射させ、土砂
への硬化材の注入と共に、対応する羽根5.18への土
砂の付着を防止するようにしたものである。との例では
、硬化材の注入に当って、高圧で行うようにしたので、
土砂の攪拌混合性が増すばかりでなく、羽根への土砂の
付着が防止でき、きわめて好適である。なお、必要なら
ば、他の羽根に対しても硬化材の高圧投射を行うように
してもよい。
FIGS. 3 and 4 show examples of different aspects, and the excavating blade 4
A conduit 20 communicating with the rotating shaft 1 is provided, and a hardening material injection nozzle 21 for cement slurry or the like is attached to the conduit 20 facing the first horizontal stirring blade 5. A conduit 22 is provided to the second horizontal stirring blade 6, and a conduit 22 is provided to the second horizontal stirring blade 6. The hardening material injection nozzles 23 are attached facing the vertical stirring blades 18, and the hardening material is injected from each nozzle 21.23 at a high pressure of 30 to 400 Kf/cm2, and at the same time the hardening material is injected into the earth and sand, the corresponding blade 5.18 This is to prevent soil from adhering to the surface. In the example above, the hardening material was injected at high pressure, so
This is extremely suitable because it not only improves the ability to stir and mix the earth and sand, but also prevents the earth and sand from adhering to the blades. Note that, if necessary, high-pressure projection of the hardening material may be applied to other blades as well.

以上の通り、本発明は、水平攪拌と共に垂直攪拌をも行
うので、羽根5の土砂の付着による共廻りを確実に防止
でき、もって均質かつ高強度の杭を造成できる。
As described above, since the present invention performs vertical agitation as well as horizontal agitation, it is possible to reliably prevent rotation of the blades 5 due to adhesion of earth and sand, thereby making it possible to create a homogeneous and high-strength pile.

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

第1図は第1例の正面図、第2図はその平面図、第3図
は第2例の正面図、第4図はその平面図である。 1・・・回転シャフト、10・・・ギアケース、11・
・・主傘歯車、13・・・回転抵抗板、14.15・・
・水平回転軸、16.17・・・従車歯車、18・・・
垂直攪拌羽根、21.23・・・硬化材噴射ノズル。 第1図 第2図 第3図 第4図
FIG. 1 is a front view of the first example, FIG. 2 is a plan view thereof, FIG. 3 is a front view of the second example, and FIG. 4 is a plan view thereof. 1...Rotating shaft, 10...Gear case, 11.
・・Main bevel gear, 13・Rotation resistance plate, 14.15・・
・Horizontal rotation axis, 16.17... Follower gear, 18...
Vertical stirring blade, 21.23... hardening material injection nozzle. Figure 1 Figure 2 Figure 3 Figure 4

Claims (2)

【特許請求の範囲】[Claims] (1)回転ンヤフトに水平回転軸を設け、その水平回転
1111+に直交的に垂直攪拌羽根を固定し、前記水平
回転軸を回転シャフトの周りに水平回転させながらそれ
自体をその軸心回りに回転させることを特徴とする地盤
の攪拌方法。
(1) A rotating shaft is provided with a horizontal rotation shaft, a vertical stirring blade is fixed perpendicularly to the horizontal rotation 1111+, and while the horizontal rotation shaft is horizontally rotated around the rotation shaft, the shaft itself is rotated around its axis. A ground stirring method characterized by:
(2)回転シャフトの周囲に主傘歯車を配設しこれを対
象地盤との抵抗により非回転となし、前記回転/ヤフト
に直交して水平回転軸を配設し、この水平回転11+に
前記主傘歯車に噛合する従傘歯車を固定し、かつ垂直攪
拌羽根を固定し、前記回転シャフトの回転に伴って水平
回転軸は回転シャフトの周りを水平に公転し、かつそれ
自体はその軸心周りに自転可能としたことを特徴とする
地盤の攪拌装置。
(2) A main bevel gear is arranged around the rotating shaft so that it does not rotate due to resistance with the target ground, and a horizontal rotating shaft is arranged perpendicular to the rotating shaft, and the horizontal rotating shaft 11+ is connected to the above-mentioned A subordinate bevel gear that meshes with the main bevel gear is fixed, and a vertical stirring blade is fixed, and as the rotating shaft rotates, the horizontal rotating shaft revolves horizontally around the rotating shaft, and the horizontal rotating shaft itself revolves around the rotating shaft. A ground stirring device that is characterized by being able to rotate around it.
JP14888482A 1982-08-27 1982-08-27 Method and apparatus for agitating ground Granted JPS5938419A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14888482A JPS5938419A (en) 1982-08-27 1982-08-27 Method and apparatus for agitating ground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14888482A JPS5938419A (en) 1982-08-27 1982-08-27 Method and apparatus for agitating ground

Publications (2)

Publication Number Publication Date
JPS5938419A true JPS5938419A (en) 1984-03-02
JPS6338496B2 JPS6338496B2 (en) 1988-08-01

Family

ID=15462858

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14888482A Granted JPS5938419A (en) 1982-08-27 1982-08-27 Method and apparatus for agitating ground

Country Status (1)

Country Link
JP (1) JPS5938419A (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6314923A (en) * 1986-07-08 1988-01-22 Taisei Corp Method for stirring and mixing earth by multiple shaft excavator
JPH0424319A (en) * 1990-05-18 1992-01-28 Soowa Sangyo:Yugen Drilling auger for soil cement column
JPH07197443A (en) * 1993-12-28 1995-08-01 Tenox Corp Excavation and agitation method for soil improvement and device thereof
JP2008127812A (en) * 2006-11-20 2008-06-05 System Keisoku Kk Ground improvement device
JP2010285788A (en) * 2009-06-11 2010-12-24 Flowtechno Corp Ground hardening layer formation method and apparatus therefor
JP2015140581A (en) * 2014-01-29 2015-08-03 大福工業株式会社 Ground improvement device
CN105604480A (en) * 2016-03-07 2016-05-25 湖州中辰建设有限公司 Vehicular impact drill
JP2016166480A (en) * 2015-03-10 2016-09-15 株式会社エヌ、アイ、テイ Ground hardening layer creation method and apparatus for the same

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58135222A (en) * 1982-02-02 1983-08-11 Zenitakagumi:Kk Method and apparatus for ground improvement

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58135222A (en) * 1982-02-02 1983-08-11 Zenitakagumi:Kk Method and apparatus for ground improvement

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6314923A (en) * 1986-07-08 1988-01-22 Taisei Corp Method for stirring and mixing earth by multiple shaft excavator
JPH0424319A (en) * 1990-05-18 1992-01-28 Soowa Sangyo:Yugen Drilling auger for soil cement column
JPH07197443A (en) * 1993-12-28 1995-08-01 Tenox Corp Excavation and agitation method for soil improvement and device thereof
JP2008127812A (en) * 2006-11-20 2008-06-05 System Keisoku Kk Ground improvement device
JP4495136B2 (en) * 2006-11-20 2010-06-30 システム計測株式会社 Ground improvement device
JP2010285788A (en) * 2009-06-11 2010-12-24 Flowtechno Corp Ground hardening layer formation method and apparatus therefor
JP2015140581A (en) * 2014-01-29 2015-08-03 大福工業株式会社 Ground improvement device
JP2016166480A (en) * 2015-03-10 2016-09-15 株式会社エヌ、アイ、テイ Ground hardening layer creation method and apparatus for the same
CN105604480A (en) * 2016-03-07 2016-05-25 湖州中辰建设有限公司 Vehicular impact drill

Also Published As

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