JPH0735652B2 - Ground improvement device - Google Patents

Ground improvement device

Info

Publication number
JPH0735652B2
JPH0735652B2 JP10835886A JP10835886A JPH0735652B2 JP H0735652 B2 JPH0735652 B2 JP H0735652B2 JP 10835886 A JP10835886 A JP 10835886A JP 10835886 A JP10835886 A JP 10835886A JP H0735652 B2 JPH0735652 B2 JP H0735652B2
Authority
JP
Japan
Prior art keywords
elevating member
fluid pressure
pressure cylinder
pipe
stirring head
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.)
Expired - Fee Related
Application number
JP10835886A
Other languages
Japanese (ja)
Other versions
JPS62264213A (en
Inventor
良三 東保
格而 八木
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.)
Onoda Chemico Co Ltd
Original Assignee
Onoda Chemico 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 Onoda Chemico Co Ltd filed Critical Onoda Chemico Co Ltd
Priority to JP10835886A priority Critical patent/JPH0735652B2/en
Publication of JPS62264213A publication Critical patent/JPS62264213A/en
Publication of JPH0735652B2 publication Critical patent/JPH0735652B2/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)

Description

【発明の詳細な説明】 産業上の利用分野 本発明は軟弱地盤内に地盤改良材を噴射し、混合攪拌す
ることにより改良柱体を造成し、軟弱地盤の改良を行う
地盤改良装置に関するものである。
Description: TECHNICAL FIELD The present invention relates to a ground improvement device for injecting a ground improvement material into soft ground, mixing and stirring the material to create an improved columnar body, and improving the soft ground. is there.

従来の技術 軟弱地盤内に改良材を噴射させ、これを混合、攪拌させ
て改良柱体を造成する工法は、例えば、特公昭59−4504
9号に示されるように種々行われており、この工法を実
施するための装置としては、図示は省略するが、杭打機
のリーダに沿つて昇降自在に駆動装置を取付け、この駆
動装置の下端に注入ノズルを装着した攪拌羽根を有する
パイプを連結し、ウインチによるワイヤーの巻戻し、巻
取り操作によりパイプ先端を所定地盤深さまで貫入し、
ついでこのパイプを徐々に引抜きながら改良材を噴射さ
せるようにしたものが使用されている。
2. Description of the Related Art A method of injecting an improving material into soft ground, mixing and stirring the same to form an improved column is disclosed in, for example, Japanese Patent Publication No. 59-4504.
As shown in No. 9, various methods have been performed.As an apparatus for carrying out this construction method, although not shown, a drive unit is attached so as to be able to move up and down along the leader of the pile driver, and this drive unit Connect a pipe with a stirring blade equipped with an injection nozzle at the lower end, rewind the wire with a winch, and wind the wire to penetrate the pipe tip to a predetermined ground depth,
Then, a pipe is used in which the improving material is sprayed while gradually pulling out this pipe.

発明が解決しようとする問題点 ところで、前記工法においては均一な改良柱体を造成す
ることが要求されるものであるが、前記装置ではパイプ
の引抜きはウインチによるワイヤーの巻取り操作により
行うものであるため、一定スピードでの巻取り操作又は
数十ミリメートル単位の段階的な引抜き操作などの微調
整が難かしく、そのため信頼できる均一な改良柱体を造
成することが出来なかつた。なお、これは巻上げ、巻下
げの際ドラムに巻かれたワイヤの直径が変化することに
よる。又従来は、一般に6m/毎分程度のスピードで巻上
げられており、数十ミリメートル/毎分のスピードは実
現困難であつた。
Problems to be Solved by the Invention By the way, in the above-mentioned construction method, it is required to form a uniform improved columnar body, but in the above-mentioned device, the pipe is drawn out by the winding operation of the wire by the winch. Therefore, it is difficult to make fine adjustments such as a winding operation at a constant speed or a stepwise withdrawal operation in the unit of several tens of millimeters. Therefore, it has been impossible to construct a reliable and uniform improved columnar body. This is because the diameter of the wire wound around the drum changes during winding and winding. In the past, it was generally wound at a speed of about 6 m / min, and it was difficult to achieve a speed of several tens of millimeters / min.

この発明はこのような問題を解決するためになされたも
ので、その目的は前記パイプの引抜スピードをほぼ一定
にすることができ、又数十ミリメートル単位のしかも段
階的引抜操作を容易に行うことができ、それによつてほ
ぼ均一に、かつ充分に充填された改良柱体を形成でき
る、地盤改良装置を提供することである。
The present invention has been made to solve such a problem, and an object thereof is to make it possible to make a drawing speed of the pipe substantially constant and to easily perform a stepwise drawing operation in units of several tens of millimeters. It is possible to provide a ground improvement device which is capable of forming an improved columnar body which is substantially uniformly and sufficiently filled.

問題点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、第1図
〜第6図において、上下方向に設けたリーダ1に移動自
在に設けられた昇降部材2;該昇降部材2を、ワイヤ3に
より巻上げ巻下げする上下動装置4;前記昇降部材2に設
けられた駆動装置5を有する流体圧シリンダ6;前記駆動
装置5に設けられた、先端部に攪拌ヘツド7を有するパ
イプ8;前記攪拌ヘツド7に設けられたノズル;前記パイ
プ8に連通させて設けられた改良材の供給装置10;前記
流体圧シリンダ6の作動装置11から成ることを特徴とす
る地盤改良装置である。
Means for Solving the Problems Referring to the drawings showing an embodiment of the present invention, in FIGS. 1 to 6, an elevating member 2 movably provided on a reader 1 provided in the up-down direction; An up-and-down moving device 4 for winding and lowering 2 with a wire 3; a fluid pressure cylinder 6 having a drive device 5 provided on the elevating member 2; a stirring head 7 provided at the tip end provided on the drive device 5. A ground improvement device comprising: a pipe 8; a nozzle provided in the stirring head 7; an improvement material supply device 10 provided in communication with the pipe 8; an actuation device 11 for the fluid pressure cylinder 6. is there.

そして又、上記地盤改良装置は次のような各種装置を加
えて形成されている。即ち、前記ノズル9の地中深度を
検出する深度検出装置12;前記駆動装置5の、昇降部材
2に対する位置を検出する位置検出器13、該位置検出器
13及び数値を設定する設定器14、及び自動、手動切替ス
イツチ15に接続され、かつ前記作動装置11に接続された
論理回路16;該論理回路16に設けられた演算器17、比較
器18、タイマ回路19から成ることを特徴とする地盤改良
装置である。
Further, the ground improvement device is formed by adding the following various devices. That is, a depth detecting device 12 for detecting the depth of the nozzle 9 in the ground; a position detector 13 for detecting the position of the driving device 5 with respect to the elevating member 2, and the position detector.
13 and a setter 14 for setting a numerical value, and a logic circuit 16 connected to the automatic and manual switching switch 15 and connected to the actuating device 11; an arithmetic unit 17 and a comparator 18 provided in the logic circuit 16; A ground improvement device comprising a timer circuit 19.

更に又前記論理回路16は、前記深度検出装置12に接続さ
せた作動回路20を有することを特徴とする上記地盤改良
装置である。
Furthermore, the logic circuit 16 has the operating circuit 20 connected to the depth detecting device 12, and the ground improvement device is characterized in that.

作用 液体圧シリンダ6を伸張作動させ、駆動装置5を昇降部
材2に対して最下方に位置させ、ついで駆動装置5を起
動させ、パイプ8を回転させながら、上下動装置4によ
りワイヤ3を繰出す。
Action The hydraulic cylinder 6 is extended, the drive device 5 is located at the lowermost position with respect to the elevating member 2, the drive device 5 is then activated, and the wire 8 is repeated by the vertical movement device 4 while rotating the pipe 8. put out.

これによりパイプ8の先端の攪拌ヘツド7が、地盤を攪
拌しつつ地盤中に貫入される。
As a result, the stirring head 7 at the tip of the pipe 8 is penetrated into the ground while stirring the ground.

そしてこの場合深度検出装置12が攪拌ヘツド7の深度を
示す。同深度が測定深さに達した処で地盤への貫入を止
め、改良材を供給装置10からパイプ8に圧送し、自動、
手動切替スイツチ15を自動に切替え、流体圧シリンダ6
を収縮作動させる。
In this case, the depth detecting device 12 indicates the depth of the stirring head 7. When the same depth reaches the measurement depth, the penetration into the ground is stopped, and the improved material is pressure-fed from the supply device 10 to the pipe 8 for automatic,
Manual switching switch 15 is automatically switched to fluid pressure cylinder 6
Activate contraction.

又、この際改良材は攪拌ヘツド7から水平方向に噴射さ
れる。
At this time, the improving material is sprayed horizontally from the stirring head 7.

次に上記収縮作動により駆動装置5が上昇し、その位置
は位置検出器13からの信号により論理回路16に知らされ
る。そして上記信号が、設定器14に予め設定した値と比
較され、設定値に達した際、出力信号が論理回路16内の
タイマ回路19を作動させ、それと共に前記作動装置11を
作動させ、流体圧シリンダ6の収縮作動を停止させる。
Next, the contraction operation raises the driving device 5, and its position is notified to the logic circuit 16 by the signal from the position detector 13. Then, the signal is compared with a preset value in the setter 14, and when the preset value is reached, the output signal activates the timer circuit 19 in the logic circuit 16 and activates the actuating device 11 therewith, and The contraction operation of the pressure cylinder 6 is stopped.

この停止状態はタイマ回路19が作動し、所定時間継続
し、この間改良材は地中に噴射される。次に、流体圧シ
リンダ6の停止が所定時間経過後、再び作動装置11が作
動され、収縮作動する。以下同様の作動が、流体圧シリ
ンダ6のストローク分まで繰返される。
In this stopped state, the timer circuit 19 operates and continues for a predetermined time, during which the improving material is injected into the ground. Next, after the stop of the fluid pressure cylinder 6 has passed for a predetermined time, the actuating device 11 is actuated again to perform the contracting action. Hereinafter, the same operation is repeated up to the stroke of the fluid pressure cylinder 6.

次に、自動、手動切替スイツチ15を自動から手動に切替
え、流体圧シリンダ6の作動を停止すると共に、改良材
の圧送を一見停止し、この状態で上下動装置4を作動
し、昇降部材2を流体圧シリンダ6のストローク分の長
さだけ引上げる。
Next, the automatic / manual switching switch 15 is switched from automatic to manual, the operation of the fluid pressure cylinder 6 is stopped, and the pumping of the improved material is stopped at a glance. In this state, the vertical movement device 4 is operated and the lifting member 2 is moved. Is pulled up by the length of the stroke of the fluid pressure cylinder 6.

そしてこの場合、作動装置11を作動させ、流体圧シリン
ダ6を伸張作動させ、駆動装置5及びパイプ8を昇降部
材2に対して下降させる。次に、改良材の圧送を再開
し、自動、手動切替スイツチ15を手動から自動に切替
え、以下同様の作動を繰返す。
In this case, the actuating device 11 is actuated, the fluid pressure cylinder 6 is extended, and the drive device 5 and the pipe 8 are lowered with respect to the elevating member 2. Next, the pumping of the improved material is restarted, the automatic / manual switching switch 15 is switched from manual to automatic, and the same operation is repeated thereafter.

なお前記自動、手動切替スイツチ15を手動のみとし、か
つ流体圧シリンダ6の収縮、伸張動作を行い、改良材を
圧送又は停止させて、任意に改良材の柱体を形成しても
差支えはない。
It should be noted that there is no problem even if the automatic / manual switching switch 15 is only manual, and the fluid pressure cylinder 6 is contracted or extended to pump or stop the improved material to arbitrarily form a pillar of the improved material. .

実施例 この発明の装置は第1図に示すように杭打機が用いられ
た。同図において22は杭打機、23はガイドパイプ、24は
吊シーブである。前記昇降部材2はガイドパイプ23に沿
つて上下動するようになつている。そして前記上下動装
置4は杭打機22のウインチが用いられた。又前記駆動装
置5はモータ及び減速機構からなつており、前記同様に
ガイドパイプ23に摺動自在に設けられている。
Example A pile driver was used in the apparatus of the present invention as shown in FIG. In the figure, 22 is a pile driver, 23 is a guide pipe, and 24 is a hanging sheave. The elevating member 2 moves up and down along the guide pipe 23. As the vertical movement device 4, a winch of a pile driver 22 was used. The drive unit 5 is composed of a motor and a speed reduction mechanism, and is slidably provided on the guide pipe 23 in the same manner as described above.

第5図において25はシリンダガイドで、昇降部材2に流
体圧シリンダ6を内蔵した状態で内側ケーシング25aの
一端を固着すると共に、この内側ケーシング25aを駆動
装置5の外側面に固着した外側ケーシング25bに内挿し
て形成され、前記流体圧シリンダ6のスラスト荷重を防
止するようになつている。
In FIG. 5, reference numeral 25 denotes a cylinder guide, and one end of the inner casing 25a is fixed in a state where the fluid pressure cylinder 6 is built in the lifting member 2, and the outer casing 25b is formed by fixing the inner casing 25a to the outer surface of the drive unit 5. It is formed by being inserted into the above to prevent the thrust load of the fluid pressure cylinder 6.

なお流体圧シリンダ6は油圧シリンダが用いられた。A hydraulic cylinder was used as the fluid pressure cylinder 6.

次に、攪拌ヘツド7は一例として第6図に示すように、
横方向に攪拌羽根26を設け、同ヘツド7の下端及び羽根
先端にノズル9が設けられている。そしてそのノズル9
にはそれぞれ弁機構が組込まれてあり、供給する液圧に
より一方が開き、他方が閉じる差圧弁となつている。
Next, the stirring head 7 is, for example, as shown in FIG.
A stirring blade 26 is provided in the lateral direction, and a nozzle 9 is provided at the lower end of the head 7 and the tip of the blade. And the nozzle 9
Each of them has a valve mechanism incorporated therein, which serves as a differential pressure valve in which one is opened and the other is closed by the hydraulic pressure supplied.

又、前記位置検出機13は測長ワイヤ27の巻取機であり、
測長ワイヤ27の端部は昇降部材2に連結され、昇降部材
2の上下動に伴つて測長ワイヤ27が巻取られ、又繰出さ
れるようになつている。そして、その長さによりパルス
が発生するようになつている。
Further, the position detector 13 is a winder for the measuring wire 27,
An end portion of the length measuring wire 27 is connected to the elevating member 2, and the length measuring wire 27 is wound and unwound as the elevating member 2 moves up and down. Then, a pulse is generated depending on the length.

又昇降部材2に対する駆動装置5の上下動距離を検出す
る手段として、第3図に示すように昇降部材2にスケー
ルの役目をなすバー28が吊下げられ、このバー28の長さ
を検出する位置検出器13が、駆動装置5に設けられてい
る。この位置検出器13は一例として同図に示すように、
バー28に等間隔(一例として25mm)で小孔29を設け、こ
の小孔29を通過するバー28の両側に光電スイツチ30を配
設する。
As a means for detecting the vertical movement distance of the drive unit 5 with respect to the lifting member 2, a bar 28 serving as a scale is suspended from the lifting member 2 as shown in FIG. 3, and the length of the bar 28 is detected. The position detector 13 is provided in the drive device 5. This position detector 13 is, for example, as shown in the same figure,
Small holes 29 are provided in the bar 28 at equal intervals (25 mm as an example), and photoelectric switches 30 are arranged on both sides of the bar 28 passing through the small holes 29.

同図中30aは発光ダイオード等の光源部、30bはフオトト
ランジスタ等の受光部で、この光電スイツチ30は小孔29
を光が通過するか否かにより駆動装置5の移動及びその
距離を検知する。
In the figure, 30a is a light source part such as a light emitting diode, 30b is a light receiving part such as a phototransistor, and this photoelectric switch 30 has a small hole 29.
The movement of the driving device 5 and its distance are detected depending on whether or not light passes through.

なお、その他、図示は省略するがバー28内に抵抗部材又
は磁石片等を埋設して、抵抗の変化又は磁場の変化等を
電気的に検出し、駆動装置5の移動及びその距離を検出
してもよい。前記のように深度検出装置12及び位置検出
装置13により検出され、これにより出力された信号は論
理回路16に入力される。そしてこの論理回路16にには駆
動装置5の上昇距離を設定するための設定器14及び自
動、手動切替スイツチ15が接続され、論理回路16から出
力される制御信号で、流体圧シリンダ6の作動装置11に
設けた電磁弁31のソレノイド32及び33が制御されるよう
になつている。又、第4図において20は表示器34、記録
計35等への信号を発生する作動回路を示す。上記実施例
の装置において、前記設定器14には予め25mm、又は50mm
の値を設定して実施された。又流体圧シリンダ6の収縮
停止時間は6秒であつた。なお改良材の噴射は攪拌ヘツ
ド7の貫入の際に行つても差支えはなく、この場合は下
向きのノズル9が開くように、圧送圧力を調整する。次
にこの実施例の装置の作用は前記の、発明の作用とほぼ
同様のため説明を省略する。
In addition, although not shown, a resistance member, a magnet piece, or the like is embedded in the bar 28 to electrically detect a change in resistance or a change in magnetic field to detect the movement of the drive device 5 and its distance. May be. As described above, the signals detected by the depth detection device 12 and the position detection device 13 and output by this are input to the logic circuit 16. The logic circuit 16 is connected to a setter 14 for setting the rising distance of the drive unit 5 and an automatic / manual switching switch 15, and the control signal output from the logic circuit 16 operates the fluid pressure cylinder 6. The solenoids 32 and 33 of the solenoid valve 31 provided in the device 11 are controlled. Further, in FIG. 4, reference numeral 20 designates an operating circuit for generating signals to the display 34, the recorder 35 and the like. In the device of the above embodiment, the setting device 14 is 25 mm or 50 mm in advance.
It was carried out by setting the value of. The contraction stop time of the fluid pressure cylinder 6 was 6 seconds. There is no problem if the improving material is injected when the stirring head 7 penetrates. In this case, the pressure feeding pressure is adjusted so that the downward nozzle 9 is opened. The operation of the apparatus according to this embodiment is substantially the same as the operation of the invention described above, and therefore the description thereof will be omitted.

発明の効果 この発明は前記のように構成され、攪拌ヘツド7を地盤
の所定深さ迄貫入させ、この攪拌ヘツド7から改良材を
噴射させつつ前記流体圧シリンダ6を収縮又は伸張作動
させながら一定速度で上昇させることにより、改良材の
噴射量をほぼ均一にすることができる。又その上昇を一
定時間停止して改良材を噴射させることにより充分に改
良材の注入された良好な改良柱体を得ることができる。
EFFECTS OF THE INVENTION The present invention is configured as described above, and the stirring head 7 is penetrated to a predetermined depth of the ground, and the fluid pressure cylinder 6 is contracted or extended while the fluid pressure cylinder 6 is contracted or extended while injecting the improving material from the stirring head 7. By increasing the speed, it is possible to make the injection amount of the improving material substantially uniform. Further, by stopping the rising for a certain period of time and injecting the improving material, it is possible to obtain a good improved columnar body in which the improving material is sufficiently injected.

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

図面はこの発明の実施例を示し、第1図は地盤改良装置
の概略図、第2図は同装置の配線の概略を示す図、第3
図は同装置の、昇降部材に対する駆動装置の位置を検出
する装置の概略図、第4図は同装置の論理回路を示すブ
ロツク図、第5図は同装置の要部の正面図、第6図は同
装置に用いる攪拌ヘツドの一部断面図である。 1…リーダ 2…昇降部材 3…ワイヤ 4…上下動装置 5…駆動装置 6…流体圧シリンダ 7…攪拌ヘツド 8…パイプ 9…ノズル 10…供給装置 11…作動装置 12…深度検出装置 13…位置検出装置 14…設定器 15…自動、手動切替スイツチ 16…論理回路 17…演算回路 18…比較器 19…タイマ回路 20…作動回路
The drawings show an embodiment of the present invention, FIG. 1 is a schematic view of a ground improvement device, FIG. 2 is a view showing an outline of wiring of the device, and FIG.
FIG. 4 is a schematic view of the device for detecting the position of the drive device with respect to the lifting member of the device, FIG. 4 is a block diagram showing the logic circuit of the device, FIG. 5 is a front view of the main part of the device, and FIG. The figure is a partial cross-sectional view of the stirring head used in the apparatus. 1 ... Leader 2 ... Elevating member 3 ... Wire 4 ... Vertical movement device 5 ... Drive device 6 ... Fluid pressure cylinder 7 ... Stirring head 8 ... Pipe 9 ... Nozzle 10 ... Supply device 11 ... Actuator 12 ... Depth detector 13 ... Position Detection device 14 ... Setting device 15 ... Automatic / manual switching switch 16 ... Logic circuit 17 ... Arithmetic circuit 18 ... Comparator 19 ... Timer circuit 20 ... Actuation circuit

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】上下方向に設けたリーダに移動自在に設け
られた昇降部材;該昇降部材をワイヤにより巻上げ巻下
げする上下動装置;前記昇降部材に設けられた駆動装置
を有する流体圧シリンダ;前記駆動装置に設けられた先
端部に攪拌ヘツドを有するパイプ;前記攪拌ヘツドに設
けられたノズル;前記パイプに連通させて設けられた改
良材の供給装置;前記流体圧シリンダに連通して設けら
れた流体圧シリンダの作動装置から成ることを特徴とす
る地盤改良装置。
1. An elevating member movably provided on a reader provided in an up-down direction; an up-and-down moving device for hoisting and lowering the elevating member with a wire; a fluid pressure cylinder having a drive device provided on the elevating member; A pipe provided with a stirring head at the tip of the drive unit; a nozzle provided on the stirring head; a supply device for an improvement material provided in communication with the pipe; provided in communication with the fluid pressure cylinder A ground improvement device comprising a hydraulic cylinder actuator.
【請求項2】上下方向に設けたリーダに移動自在に設け
られた昇降部材;該昇降部材をワイヤにより巻上げ巻下
げする上下動装置;前記昇降部材に設けられた駆動装置
を有する流体圧シリンダ;前記駆動装置に設けられた先
端部に攪拌ヘツドを有するパイプ;前記攪拌ヘツドに設
けられたノズル;前記パイプに連通させて設けられた改
良材の供給装置;前記流体圧シリンダに連通して設けら
れた流体圧シリンダの作動装置;前記攪拌ヘツドの地中
深度を検出する深度検出装置;前記駆動装置の、昇降部
材に対する位置を検出する位置検出器、該位置検出器及
び数値を設定する設定器、及び自動、手動切替スイツチ
に接続され、かつ前記作動装置に接続された論理回路;
該論理回路に設けられた演算器、比較器、タイマ回路か
ら成ることを特徴とする地盤改良装置。
2. An elevating member movably provided on a reader provided in an up-down direction; an up-and-down moving device for hoisting and lowering the elevating member with a wire; a fluid pressure cylinder having a drive device provided on the elevating member; A pipe provided with a stirring head at the tip of the drive unit; a nozzle provided on the stirring head; a supply device for an improvement material provided in communication with the pipe; provided in communication with the fluid pressure cylinder An operating device for the fluid pressure cylinder; a depth detecting device for detecting the underground depth of the stirring head; a position detector for detecting the position of the driving device with respect to the elevating member; a position detector for setting the position detector and a setting device for setting a numerical value; And a logic circuit connected to the automatic or manual switching switch and connected to the actuating device;
A ground improvement device comprising an arithmetic unit, a comparator, and a timer circuit provided in the logic circuit.
JP10835886A 1986-05-12 1986-05-12 Ground improvement device Expired - Fee Related JPH0735652B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10835886A JPH0735652B2 (en) 1986-05-12 1986-05-12 Ground improvement device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10835886A JPH0735652B2 (en) 1986-05-12 1986-05-12 Ground improvement device

Publications (2)

Publication Number Publication Date
JPS62264213A JPS62264213A (en) 1987-11-17
JPH0735652B2 true JPH0735652B2 (en) 1995-04-19

Family

ID=14482701

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10835886A Expired - Fee Related JPH0735652B2 (en) 1986-05-12 1986-05-12 Ground improvement device

Country Status (1)

Country Link
JP (1) JPH0735652B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0745623Y2 (en) * 1989-11-10 1995-10-18 ライト工業株式会社 Grout injection pipe lifting device
JP6307049B2 (en) * 2015-08-05 2018-04-04 株式会社エステック Ground hardening layer construction method and its equipment

Also Published As

Publication number Publication date
JPS62264213A (en) 1987-11-17

Similar Documents

Publication Publication Date Title
US6978849B2 (en) Hole-boring method and system for making cast-in-situ piles
US9464398B2 (en) Pile-driving apparatus and method for driving a pile element into the ground
JPH0735652B2 (en) Ground improvement device
KR940010463B1 (en) Automatic shedding mechanism
US4977965A (en) Automatic drop hammer system
AU2019293389B2 (en) Drilling machine provided with a detection system for detecting at least one locking position of a rotary head of an extension element of a drill string and method for detecting said at least one locking position
KR20020048867A (en) Upper thread control in a sewing machine
KR102641986B1 (en) Apparatus for lifting cable reel
JP2869604B2 (en) Top measuring device for cast concrete
CN203762277U (en) Make-up machine tow package opening height control device
JP5178945B1 (en) Wire lifting hoisting gate
JP3405656B2 (en) Ground improvement equipment
JP2580358B2 (en) Wire winding control device for ground improvement machine
JPH0630899Y2 (en) Hydraulic cylinder speed adjusting device for root consolidation in medium excavation method
JP2758853B2 (en) Rotating shaft steady rest method
JPS6252085B2 (en)
CN222083627U (en) A monitoring and testing device for gravel pile filling
JP2014202027A (en) Ground improvement method
JP2727012B2 (en) Automatic stopping device for electric roll blind
JP3436848B2 (en) Ground improvement equipment
JPS63138020A (en) Control on lower limit stoppage of vertically movable bucket for sand supply
JPH11280065A (en) Work execution method for cast-in-place concrete pile
JPH05163717A (en) Drill of ground improver and improved depth meter
JP2756810B2 (en) Automatic stopping device for electric roll blind
JPH0224993B2 (en)

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees