Nothing Special   »   [go: up one dir, main page]

JPS6272811A - Ground improver - Google Patents

Ground improver

Info

Publication number
JPS6272811A
JPS6272811A JP21321585A JP21321585A JPS6272811A JP S6272811 A JPS6272811 A JP S6272811A JP 21321585 A JP21321585 A JP 21321585A JP 21321585 A JP21321585 A JP 21321585A JP S6272811 A JPS6272811 A JP S6272811A
Authority
JP
Japan
Prior art keywords
rod
piston
passage
ground
stirring 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
JP21321585A
Other languages
Japanese (ja)
Other versions
JPH058293B2 (en
Inventor
Kazuo Miyamoto
和夫 宮本
Kazuhiro Watanabe
一紘 渡辺
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.)
YAMATO BORING KK
Onoda Chemico Co Ltd
Taiheiyo Cement Corp
Onoda Chemical Industry Co Ltd
Original Assignee
YAMATO BORING KK
Onoda Chemico Co Ltd
Onoda Cement Co Ltd
Onoda Chemical Industry 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 YAMATO BORING KK, Onoda Chemico Co Ltd, Onoda Cement Co Ltd, Onoda Chemical Industry Co Ltd filed Critical YAMATO BORING KK
Priority to JP21321585A priority Critical patent/JPS6272811A/en
Publication of JPS6272811A publication Critical patent/JPS6272811A/en
Publication of JPH058293B2 publication Critical patent/JPH058293B2/ja
Granted legal-status Critical Current

Links

Landscapes

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

Abstract

PURPOSE:To permit the improvement of large-scale ground by a method in which a rod is attached in a sidewardly projective manner to the inside of the stirring blade of a ground improver, a grout flow path is provided in the rod, and a jet nozzle is provided to the tip of the rod. CONSTITUTION:While a rotary shaft 2 penetrated into the ground is pulled up while being turned, a grout is sent under pressure through the shaft 2 to the stirring blade 7. Whereupon, the valve 17 of the blade 7 is pushed down by the grout, and the grout goes through a first path 11 into a back chamber 10 and then pushes a piston 9. A piston rod 14 is projected sidewards, and the grout is jetted through a hole 15 from a jet nozzle 40. A large-scale ground can thus be improved by the length of the grout jetted from the rod 14.

Description

【発明の詳細な説明】 産業上の利用分野 この発明は土木工事の際等に、軟弱地盤等を改良するた
めに、地中に硬化材等を注入する場合等に用いる地盤改
良装置に関するものである。
[Detailed Description of the Invention] Industrial Application Field This invention relates to a ground improvement device used for injecting hardening materials into the ground to improve soft ground during civil engineering work, etc. be.

従来の技術 従来、この種の装置は1図示は省略するが地中に回転、
進入するロッドに、攪拌翼を設け。
2. Description of the Related Art Conventionally, this type of device has one type of equipment (not shown), which rotates underground.
A stirring blade is installed on the entering rod.

この翼の先端部から硬化材等を注入するようになってい
る。
A hardening material, etc. is injected from the tip of this blade.

そしてこのような装置は施工動車を高めるために、施ニ
ー回当りの改良範囲を大きくする必要があり、前記攪拌
翼の径を拡大することが望まれている。
In order to improve the working efficiency of such an apparatus, it is necessary to increase the range of improvement per kneading cycle, and it is desired to increase the diameter of the stirring blade.

発明が解決しようとする問題点 しかし上記のように攪拌翼を拡大すると、攪拌翼を貫入
させるだめの抵抗が大きくなり、穿孔用の駆動装置を大
型化しなければならない。
Problems to be Solved by the Invention However, when the stirring blades are enlarged as described above, the resistance to penetration of the stirring blades increases, and the driving device for drilling must be enlarged.

その対策として穿孔の際には攪拌翼を小径にして所定深
度迄攪拌翼を貫入させ、その後攪拌翼を拡大させ、該萬
の先端部から注入材を噴射しながら・攪拌翼を引き上げ
て、地盤改良を行う具体的な手段が提案されている。
As a countermeasure, when drilling a hole, the diameter of the stirring blade is made small, the stirring blade is penetrated to a predetermined depth, and then the stirring blade is enlarged, and while the injection material is injected from the tip of the stirring blade, the stirring blade is pulled up and the ground is ground. Specific means for making improvements have been proposed.

しかし、いずれの手段も1作動が不確実であり又、攪拌
翼を拡大させるために別の駆動装置を必要とする。又拡
大された攪拌翼を元に戻す操作は地上で、しかも手作業
でしなければならない寺の難点を有している。
However, either means is unreliable in its operation and requires a separate drive to expand the stirring blades. In addition, the operation of returning the enlarged stirring blade to its original position has the disadvantage that it must be done manually on the ground.

この発明は上記の一点な解消するためになされたもので
、その目的は作動が確実で、攪拌式の拡大を注入材によ
って行うことができ、攪拌翼を元に戻す操作も地中にお
いて行うことができしかもその操作を手作業でなく行う
ことのできる。地盤改良装置を黴供することである。
This invention was made to solve the above problems, and its purpose is to ensure reliable operation, to be able to expand the stirring type using injection material, and to be able to return the stirring blades to their original positions underground. Moreover, the operation can be performed without manual operation. The purpose is to provide soil improvement equipment.

問題を解決するための手段 この発明を、実施例を示す図面について述べるとjfP
1図及び矛2図において、注入材の通路lを有するロッ
ド2を、軸IM方向Kll!1動自在Kかつ軸方向に#
動自在に設けた注入機3;前記通路1に注入材を圧送す
る圧送装置4:前記ロッド2の海部に取り付けられた。
Means for Solving the Problem This invention will be described with reference to the drawings showing the embodiments.
1 and 2, the rod 2 having the injection material passage l is moved in the axis IM direction Kll! 1 movement freely K and # in the axial direction
A freely movable injection machine 3; a pumping device 4 for pumping the injection material into the passage 1; a pumping device 4 attached to the sea part of the rod 2;

前記注入材の通る主通路5を有する攪拌翼7;該攪拌翼
7内に設けられた作動ピストン装置8;該作動ビス−ト
ン装置8のシリンダ9aの後部室10と、前記主通路5
とを連通する第一通路11;同シリンダ9aの前部室】
2と前記主通路5とを連通ずる第二通路13;前記ピス
トン9及びピストンロッド14を軸方向に貫通する通孔
15;前記前部室12と、シリンダ9aの外部とを連通
ずる穴16;前記生通路5と第一通路11間に設けられ
た弁17から成ることを特徴とする地盤改良装置である
a stirring blade 7 having a main passage 5 through which the injection material passes; an actuating piston device 8 provided in the stirring blade 7; a rear chamber 10 of the cylinder 9a of the actuating piston device 8 and the main passage 5;
A first passage 11 communicating with the front chamber of the cylinder 9a]
2 and the main passage 5; a through hole 15 that passes through the piston 9 and the piston rod 14 in the axial direction; a hole 16 that communicates the front chamber 12 with the outside of the cylinder 9a; This ground improvement device is characterized by comprising a valve 17 provided between a raw passage 5 and a first passage 11.

作用 この装置を用いて地盤改良を行う場合、まず注入機3に
よりロッド2を回転させながら、攪拌翼7を地盤中lI
C回転、進入させる。セして圧送装置4により、注入材
がロッド2の通路1から攪拌翼7の主通路5を経て、矛
2通路13に送入され、かつシリンダ9aの前部室12
を経て穴16からシリンダ9aの外部に、Sち攪拌翼7
の外部に放出される。そして、その間攪拌翼7は地盤を
掘削しつつ降下する。なおこの掘削の際攪拌翼7には間
接に、又は直接に掘削刃6が・設けられる場合があるが
、この掘削刃6は必ずしも設けられなければならないも
のではなく、ごく軟弱な地盤の場合には掘削刃6は無く
ても攪拌翼7は回転させられることくより掘削、降下す
ることができるのである。
Function When performing soil improvement using this device, first, while rotating the rod 2 with the injector 3, the stirring blade 7 is inserted into the ground.
C rotation, enter. Then, the injection material is fed into the spear 2 passage 13 from the passage 1 of the rod 2, through the main passage 5 of the stirring blade 7, and into the front chamber 12 of the cylinder 9a by the pumping device 4.
From the hole 16 to the outside of the cylinder 9a, the stirring blade 7
released to the outside. During this time, the stirring blade 7 descends while excavating the ground. Note that during this excavation, a digging blade 6 may be installed indirectly or directly on the stirring blade 7, but this digging blade 6 does not necessarily have to be installed, and may be used in the case of extremely soft ground. Even without the digging blade 6, the stirring blade 7 can dig and descend without being rotated.

そして攪拌翼7が所定深度に達したならば、攪拌翼7を
回転させながら上方に引き上げる。そして前記弁17を
開き、主通路5中の注入材を第一通路11から前記後部
室10に圧送する。そうすると、後部室lO及び前部室
12にそれぞれ注入材が充満するが、その場合後部室I
Oの受圧面積が前部室12の受圧面積よりも、その構造
上大きいのでピストン9は矢印A9方向に移動させられ
When the stirring blade 7 reaches a predetermined depth, the stirring blade 7 is pulled upward while being rotated. Then, the valve 17 is opened, and the injection material in the main passage 5 is pumped through the first passage 11 to the rear chamber 10. Then, the rear chamber IO and the front chamber 12 are filled with the injection material, but in that case, the rear chamber IO and the front chamber 12 are filled with the injection material.
Since the pressure receiving area of O is structurally larger than the pressure receiving area of front chamber 12, piston 9 is moved in the direction of arrow A9.

矛4図に示すように、ピストン9に設けられたピストン
ロッド14が攪拌翼7から突出させられる。そして前記
通孔15は第一通路11と連通するので、注入材は突出
したピストンロッド14の先端から地盤中に噴出させら
れ、かつ、ピストンロッド14が攪拌IE7と共Ktg
1転し、上方に引き上げられ1才3図に示すD′のよう
に広範囲に注入材が注入、攪拌されて、地盤改良が行わ
れる。
As shown in FIG. 4, a piston rod 14 provided on the piston 9 is made to protrude from the stirring blade 7. Since the through hole 15 communicates with the first passage 11, the injection material is ejected into the ground from the tip of the protruding piston rod 14, and the piston rod 14 is in contact with the stirring IE7.
It is rotated once and pulled upward, and the injection material is injected and stirred over a wide area as shown at D' in Figure 1-3, thereby improving the ground.

次に注入材の放出を終了させる場合は、前記弁17を閉
止する。そうすると前記後部室10内の圧力は下がり、
相対的に前部室12内の圧力が上がるととKなるので、
ピストン9は矢印A90反対方向に移動し、、IF2図
に示す状態となる。
Next, when discharging the injection material is to be terminated, the valve 17 is closed. Then, the pressure inside the rear chamber 10 decreases,
When the pressure inside the front chamber 12 relatively increases, it becomes K, so
The piston 9 moves in the direction opposite to the arrow A90 and enters the state shown in Figure IF2.

このような状態となってから前記圧送装置4の作動を停
止させる。
After reaching this state, the operation of the pressure feeding device 4 is stopped.

このようKして注入材の注入が終了したならば攪拌翼7
を地上に引き上げ、再び前記作用を繰返す。
When the injection of the injection material is completed in this way, the stirring blade 7
Raise it to the ground and repeat the above action again.

実施例 矛4図において、19はピストンロッド14に設けられ
た攪拌部材、6は同攪拌部材19に設けられた掘削刃、
18は同じく孔である。又部は攪拌部材19と攪拌翼7
間に形成された空隙を示す。
In FIG. 4, 19 is a stirring member provided on the piston rod 14, 6 is a digging blade provided on the stirring member 19,
18 is also a hole. Also, the stirring member 19 and the stirring blade 7
It shows the void formed between.

又ムはパツキン、25はピストンパルプ、26は差動パ
ルプを示す。そして前記ピストンバルプ6は前記前部室
12内に設けられており、ピストン9により若干移動さ
せられ、第二通路13を開閉するように形成されている
Further, numeral 25 indicates a packing, 25 indicates a piston pulp, and 26 indicates a differential pulp. The piston valve 6 is provided within the front chamber 12 and is configured to be moved slightly by the piston 9 to open and close the second passage 13.

次番で、前記ピストン9が、弁17を開くことによって
、央部A9方向に移動することについては、前部室12
側と後部室10側の受圧面積の差、即ちピストンロッド
14の断面積の受ける圧力により矢印A9方向に押し出
されることになる。こうして移動させられろ。
Next, the piston 9 moves in the direction of the central part A9 by opening the valve 17.
The piston rod 14 is pushed out in the direction of arrow A9 due to the difference in pressure receiving area between the side and the rear chamber 10 side, that is, the pressure received by the cross-sectional area of the piston rod 14. Move like this.

]K前記弁17は一例として次のように形成されている
。即ち、この弁17は攪拌翼7に形成されたシリンダ状
の弁室美白に、ばね21を介して摺動自在に設けられ、
その上面ρを主通路5に面しさせ、かつその側面一部田
を、第一通路11に面しさせて、ピストン状に形成させ
る。
]K The valve 17 is formed as follows, for example. That is, this valve 17 is slidably provided in a cylindrical valve chamber formed in the stirring blade 7 via a spring 21.
The upper surface ρ faces the main passage 5, and one side surface thereof faces the first passage 11, forming a piston shape.

この弁17は上記のように形成されていることにより、
前記圧送装置t 4からの流量を1通常の流量より増加
させることにより、注入材の圧力が上げられ、それによ
り前記ばね21に抗して弁17が押し下げられ、それに
よって弁17が開くようになっている。
Since this valve 17 is formed as described above,
By increasing the flow rate from the pumping device t4 above the normal flow rate, the pressure of the injection material is increased, thereby pushing the valve 17 down against the spring 21, thereby causing the valve 17 to open. It has become.

又との弁17を閉じる場合は、圧送装置4からの流量を
初めの状態のように少くすればよい。なおこの巧めの状
態とは、注入材が前記主通路5からオニ通路13を経て
、前部室12.穴16を経て攪拌翼7の外部に放出され
ている状態を指す。
When closing the valve 17, the flow rate from the pressure feeding device 4 may be reduced as in the initial state. Note that this delicate state means that the injection material passes from the main passage 5 to the oni passage 13, and then flows into the front chamber 12. This refers to a state in which the liquid is discharged to the outside of the stirring blade 7 through the hole 16.

次に、前記弁17は、前記のように一例としてピストン
状に形成されたが、これは−例であってこの外電磁弁等
任意の形式の弁を用いてもよい。
Next, although the valve 17 is formed in the shape of a piston as described above, this is just an example, and any type of valve such as this external solenoid valve may be used.

そのようにすれば圧送装置4からの流量を変えなくても
ピストンロッド14を矢F4]A9方向に移動させるこ
とができよう。
In this way, the piston rod 14 can be moved in the directions of arrows F4 and A9 without changing the flow rate from the pumping device 4.

勿論電磁弁等を用いる場合その操作は地上から行えるよ
うに4標が接硯される。
Of course, if a solenoid valve or the like is used, four markers are attached so that it can be operated from the ground.

次に前記掘削刃6は図示のように攪拌翼7に間接に設け
られているが、これは、図示を省略するが直接設けられ
ていてもよく、あるいは前述のように全く設けられてい
なくても差支えはな(ゝO 次に、前記差動ピストン8について述べると。
Next, the digging blade 6 is indirectly provided on the stirring blade 7 as shown in the figure, but it may be directly provided (not shown), or it may not be provided at all as described above. There is no problem (ゝO) Next, let's talk about the differential piston 8.

前記の形、広は一例を示すものであり、これに限るもの
ではなく1例えばピストン及びピストンロッドが画然と
別かれてなく1図示は省略するがピストンロッドの一端
部に、ピストンとして摺動部材が設げである形式のもの
であってもよく、このよ5な形式のものも含むものであ
る。
The above-mentioned shape and width are just examples, and are not limited to these.1 For example, the piston and piston rod are not clearly separated. It may be of a type in which the member is a fixture, and includes such five types.

なお、?1図においてスは駆動装置、25は昇降装置を
示す。
In addition,? In FIG. 1, s indicates a drive device, and 25 indicates a lifting device.

上記実施例における作用については次の通りである。即
ち、圧送装置4かも注入材を前記第二通路13.前部室
12.穴16を順次経由して放出させつつ、攪拌g7を
回転させ、地盤中を降下さ ・せる。所定深度に達した
ならば圧送装置4からの注入材の流量を増加させ、その
圧力を増加させて、ばね21を押し下げ、弁17を開き
、注入材を牙−通路11から、後部室10に進入させる
。これによりピストン9は矛4図に示すよらにシリンダ
9aかも押し出され、これに設けられている攪拌部材1
9と共に回転する。そしてこの場合注入材はピストンロ
ッド14の先端部から放出させられる。又、この状態で
攪拌翼7は上方に引き上げられるので、矛3図に示すよ
うに、攪拌翼7の長さDより長い半径D′ の範囲の円
柱状に、地盤改良が行われる。
The effects of the above embodiment are as follows. That is, the pumping device 4 also transfers the injection material to the second passage 13. Front chamber 12. While discharging it sequentially through holes 16, rotate stirring g7 and lower it into the ground. When the predetermined depth is reached, the flow rate of the injection material from the pumping device 4 is increased, its pressure is increased, the spring 21 is depressed, the valve 17 is opened, and the injection material is transferred from the tooth passage 11 to the rear chamber 10. Let it enter. As a result, the piston 9 also pushes out the cylinder 9a as shown in Figure 4, and the stirring member 1 provided therein is also pushed out.
Rotates with 9. In this case, the injection material is discharged from the tip of the piston rod 14. In addition, since the stirring blade 7 is pulled upward in this state, the ground improvement is carried out in a cylindrical shape within a radius D' which is longer than the length D of the stirring blade 7, as shown in Figure 3.

発明の効果 この装置は前記のように構成されたことにより1作動を
確実に行うことができ、攪拌翼の拡大を注入材によって
行うことができる。又拡大した撹拌部材を元に戻す操作
を地中において行うことができる。
Effects of the Invention With this device configured as described above, one operation can be performed reliably, and the stirring blades can be expanded using the injection material. Further, the operation of returning the enlarged stirring member to its original state can be performed underground.

又その作業を機械的に行うことができる。Also, the work can be done mechanically.

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

図面はこの発明の実施例を示すもので、第1図は地盤改
良装置の概略を示す図、矛2図は同装置の要部の断面−
1才3図は同装置の作動状態を示す図、矛4図は矛2図
に示す装置の、矛2図と異った状態を示す図である。 1・・・通路 2・・・ロッド 3・・・注入機 4・・・圧送装置 5・・・主通路 7・・・攪拌翼 8・・・差動ピストン装置 9−eピストン lO・・・後部室 11・・・第一通路 12・・・前部室 13・・・第二通路 14・・・ピストンロッ、ド 15・・・通孔 16・・・穴
The drawings show an embodiment of the present invention, and Fig. 1 is a diagram showing an outline of the soil improvement device, and Fig. 2 is a cross-sectional view of the main parts of the device.
Figure 1-3 is a diagram showing the operating state of the same device, and Figure 4 is a diagram showing the device shown in Figure 2, but in a different state from Figure 2. 1... Passage 2... Rod 3... Injector 4... Pressure feeding device 5... Main passage 7... Stirring blade 8... Differential piston device 9-e piston lO... Rear chamber 11...first passage 12...front chamber 13...second passage 14...piston rod, door 15...through hole 16...hole

Claims (1)

【特許請求の範囲】[Claims] 注入材の通路(1)を有するロッド(2)を、軸周方向
に回動自在に、かつ軸方向に移動自在に設けた注入機(
3);前記通路(1)に注入材を圧送する圧送装置(4
);前記ロッド(2)の端部に取り付けられた、前記注
入材の通る主通路(5)を有する攪拌翼(7);該攪拌
翼(7)内に設けられた差動ピストン装置(8);該差
動ピストン装置(8)のシリンダ(9a)の後部室(1
0)と、前記主通路(5)とを連通する第一通路(11
);同シリンダ(9a)の前部室(12)と前記主通路
(5)とを連通する第二通路(13);前記ピストン(
9)及びピストンロッド(14)を、軸方向に貫通する
通孔(15);前記前部室(12)と、シリンダ(9a
)の外部とを連通する孔(16);前記主通路(5)と
第一通路(11)間に設けられた弁(17)から成るこ
とを特徴とする地盤改良装置。
An injection device (
3); A pumping device (4) that pumps the injection material into the passageway (1).
); a stirrer blade (7) attached to the end of the rod (2) and having a main passage (5) through which the injected material passes; a differential piston device (8) provided in the stirrer blade (7); ); the rear chamber (1) of the cylinder (9a) of the differential piston device (8);
0) and a first passage (11) communicating with the main passage (5).
); a second passage (13) that communicates the front chamber (12) of the cylinder (9a) with the main passage (5); the piston (
9) and the piston rod (14); a through hole (15) passing through the front chamber (12) and the cylinder (9a) in the axial direction;
); a valve (17) provided between the main passage (5) and the first passage (11);
JP21321585A 1985-09-26 1985-09-26 Ground improver Granted JPS6272811A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21321585A JPS6272811A (en) 1985-09-26 1985-09-26 Ground improver

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21321585A JPS6272811A (en) 1985-09-26 1985-09-26 Ground improver

Publications (2)

Publication Number Publication Date
JPS6272811A true JPS6272811A (en) 1987-04-03
JPH058293B2 JPH058293B2 (en) 1993-02-01

Family

ID=16635439

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21321585A Granted JPS6272811A (en) 1985-09-26 1985-09-26 Ground improver

Country Status (1)

Country Link
JP (1) JPS6272811A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01226928A (en) * 1988-03-08 1989-09-11 Mitsui Constr Co Ltd Device for improving ground
US5054813A (en) * 1988-12-26 1991-10-08 Atsugi Unisia Corporation Rolling suppressive control system for automotive suspension system with enhanced response characteristics
US5072392A (en) * 1988-12-20 1991-12-10 Atsugi Unisia Corporation Suspension control system for automotive vehicle with feature of discrimination of vehicular driving condition on the basis of variation of lateral acceleration
JPH06116939A (en) * 1991-06-04 1994-04-26 Nit Co Ltd Large bore firm ground improved body creating device
JP2011525577A (en) * 2008-06-27 2011-09-22 ソイルメック ソシエタ ペル アテオニ Device for reinforcing soil by means of mechanical mixing and injection of reinforcing fluid

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01226928A (en) * 1988-03-08 1989-09-11 Mitsui Constr Co Ltd Device for improving ground
US5072392A (en) * 1988-12-20 1991-12-10 Atsugi Unisia Corporation Suspension control system for automotive vehicle with feature of discrimination of vehicular driving condition on the basis of variation of lateral acceleration
US5054813A (en) * 1988-12-26 1991-10-08 Atsugi Unisia Corporation Rolling suppressive control system for automotive suspension system with enhanced response characteristics
JPH06116939A (en) * 1991-06-04 1994-04-26 Nit Co Ltd Large bore firm ground improved body creating device
JP2011525577A (en) * 2008-06-27 2011-09-22 ソイルメック ソシエタ ペル アテオニ Device for reinforcing soil by means of mechanical mixing and injection of reinforcing fluid

Also Published As

Publication number Publication date
JPH058293B2 (en) 1993-02-01

Similar Documents

Publication Publication Date Title
JPH05141168A (en) Auger for soil cement composite pile
JPS6272811A (en) Ground improver
JP4728194B2 (en) Drilling head
JPH10121459A (en) Injection rod and ground improved body formation engineering method
JP2003301453A (en) Agitating blade for excavation, excavating device, and method for soil purification and soil improvement
JPH08100586A (en) Excavating rod
JPH02140321A (en) Soft ground improvement construction and device
JP3956171B2 (en) Ground improvement method and ground improvement equipment
JP2652553B2 (en) Ground improvement equipment
JP4615841B2 (en) Synthetic pile construction method and synthetic pile
JPH01131715A (en) Ground improving work by horizontal injection of chemical grout
JP5310261B2 (en) Ground agitator
JP2772506B2 (en) Ground improvement body preparation device and construction method
CN105507357B (en) Excavating device and excavating method employing same
KR960016750B1 (en) Method and apparatus for injecting ground hardening agent
JPS6220328B2 (en)
JPH0754335A (en) Founation improvement method
JPH034690B2 (en)
JP2946110B2 (en) Soil improvement method using shield machine for soil improvement
JPS594718A (en) Jet injection device
JPH06212869A (en) Rotary striking excavation tool and excavation method
JPH0427012A (en) Construction of earth anchor
JPS6224575B2 (en)
JPH036712Y2 (en)
KR860001186B1 (en) Apparatus for hardening the soft soil

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees