JPH1088568A - Automatic control device for ground improving machine - Google Patents

Automatic control device for ground improving machine

Info

Publication number
JPH1088568A
JPH1088568A JP24805896A JP24805896A JPH1088568A JP H1088568 A JPH1088568 A JP H1088568A JP 24805896 A JP24805896 A JP 24805896A JP 24805896 A JP24805896 A JP 24805896A JP H1088568 A JPH1088568 A JP H1088568A
Authority
JP
Japan
Prior art keywords
speed
excavation
function
ground
rotation speed
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
JP24805896A
Other languages
Japanese (ja)
Inventor
Hayao Aoyanagi
柳 隼 夫 青
Kazuki Tsubota
田 和 樹 坪
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.)
Takenaka Komuten Co Ltd
Sanwa Kizai Co Ltd
Original Assignee
Takenaka Komuten Co Ltd
Sanwa Kizai 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 Takenaka Komuten Co Ltd, Sanwa Kizai Co Ltd filed Critical Takenaka Komuten Co Ltd
Priority to JP24805896A priority Critical patent/JPH1088568A/en
Publication of JPH1088568A publication Critical patent/JPH1088568A/en
Pending legal-status Critical Current

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

Abstract

PROBLEM TO BE SOLVED: To automate the control for the stirring speed and the chemical feeding quantity of a ground improving machine. SOLUTION: A ground improving machine for improving the ground comprises an excavation depth detecting device 11 for detecting the excavation depth from the moving distance of a driving part 4 and an arithmetic device 12. The arithmetic device 12 includes a function of calculating the excavation speed on the basis of the excavation depth input from the excavation depth detecting device 1, a function of calculating the required rotating speed required at present from the calculated excavation speed and a designated rotating speed required for stirring a predetermined constant depth, a function of giving a command for rotating at a required rotating speed to a motor of the driving part 4, a function of calculating the required discharge quantity required at present from the excavating speed and a designated discharge quantity of chemicals require for stirring the predetermined constant depth, and a function of giving a command for discharging a required discharge quantity of chemicals to a chemical feeding pump.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、地盤改良機の自動
制御装置に関する。
The present invention relates to an automatic control device for a ground improvement machine.

【0002】[0002]

【従来の技術】従来から地盤を硬化させるなどの地盤改
良を行うための地盤改良機がある。この地盤改良機は、
図1に本発明の適用対象例として示しているように、作
業機械1に立設支持されたリーダマスト2の側面のガイ
ドレール3にそって駆動部4がワイヤ5により吊持さ
れ、このワイヤ5を作業機械1に搭載のウインチにより
巻上げ巻下げすることにより駆動部4が昇降されるよう
になっており、この駆動部4内の電動モータ6(図2
示)の駆動により減速機を介して回動する出力軸に撹拌
ロッド7が連結されるようになっている。
2. Description of the Related Art Conventionally, there is a ground improvement machine for improving the ground such as hardening the ground. This ground improvement machine
As shown in FIG. 1 as an example to which the present invention is applied, a driving unit 4 is suspended by a wire 5 along a guide rail 3 on a side surface of a leader mast 2 erected and supported by a working machine 1. 5 is lifted and lowered by a winch mounted on the work machine 1 so that the drive unit 4 is moved up and down. The electric motor 6 in the drive unit 4 (FIG. 2)
2), the stirring rod 7 is connected to an output shaft which rotates through a speed reducer by the drive shown in FIG.

【0003】上記撹拌ロッド7は撹拌羽根8を有し、前
記駆動部4のモータ6を駆動して撹拌ロッド7を所定の
回転数で回転させながら駆動部4を下降させ、撹拌ロッ
ド7の先端の掘削ヘッド9により地盤を掘削しながら撹
拌ロッド7内を通じて供給されるセメントミルク等の地
盤改良用薬液を注入しつつ前記撹拌羽根8により土砂と
の撹拌を行い、良質な地盤とするようになされている。
The stirring rod 7 has stirring blades 8 and drives the motor 6 of the driving unit 4 to lower the driving unit 4 while rotating the stirring rod 7 at a predetermined number of revolutions. While excavating the ground with the excavating head 9, the ground is stirred with the earth and sand by the stirring blades 8 while the ground improvement chemical liquid such as cement milk supplied through the stirring rod 7 is injected, so that the ground becomes good. ing.

【0004】上記の地盤改良にあっては、良好な地盤と
するために単位深さを撹拌するに必要とする回転数(羽
根付き撹拌ロッドの場合は羽根切り回数)で回転させる
ことと、薬液の吐出量とを適正に選択する必要がある。
[0004] In the above-mentioned ground improvement, rotation is performed at the number of rotations required to stir a unit depth (in the case of a stirring rod with blades, the number of blade cutting) in order to obtain a good ground, It is necessary to appropriately select the discharge amount of the ink.

【0005】[0005]

【発明が解決しようとする課題】しかるに従来では、撹
拌ロッド7を所定の一定回転数で回転駆動させながら一
定速度で下降−上昇させるとともに、薬液を吐出させる
ようにしているが、これらはいずれもオペレータの勘に
頼っており、そのため信頼性に欠けるという問題があっ
た。
Conventionally, however, the stirring rod 7 is lowered and raised at a constant speed while being driven to rotate at a predetermined constant rotation speed, and a chemical solution is discharged. There is a problem in that it relies on the intuition of the operator and therefore lacks reliability.

【0006】[0006]

【課題を解決するための手段】本発明は、地盤の性状に
即した撹拌ロッドの回転数、掘削速度、引抜き速度、薬
液注入を常時監視して地盤を最良状態に改良することを
可能とする地盤改良機を提供することを課題とするもの
で、リーダマストに昇降自在に装着された駆動部に撹拌
羽根を有する撹拌ロッドを連結し、この撹拌ロッドを駆
動部内のモータにより回転駆動して地盤を掘削するとと
もに、セメントミルク等の地盤改良用薬液を注入して土
砂との撹拌を行い、地盤を改良する地盤改良機におい
て、前記駆動部の移動距離から掘削深度を検出する掘削
深度検出装置と演算装置とを備え、この演算装置は、前
記掘削深度検出装置から入力された掘削深度に基づいて
掘削速度を算出する機能と、算出された掘削速度と予め
定められた一定深度を撹拌するに必要とする所定回転数
とにより現在必要な必要回転数を算出する機能と、前記
駆動部のモータに前記必要回転数で回転させる指令を与
える機能と、前記掘削速度と予め設定された一定深度を
撹拌するに必要な薬液の所定吐出量とから現在必要とす
る所要吐出量を算出する機能と、薬液注入用ポンプに薬
液を所要吐出量で吐出するよう指令を与える機能とを具
有せしめたことにある。
SUMMARY OF THE INVENTION The present invention makes it possible to constantly monitor the number of revolutions of a stirring rod, excavating speed, pulling speed, and injection of a chemical solution in accordance with the properties of the ground to improve the ground to the best condition. An object of the present invention is to provide a ground improvement machine, in which a stirring rod having stirring blades is connected to a driving unit mounted on a leader mast so as to be movable up and down, and the stirring rod is rotated and driven by a motor in the driving unit. While excavating, a ground improvement chemical such as cement milk is injected and agitated with earth and sand, and in a ground improvement machine for improving the ground, an excavation depth detection device for detecting an excavation depth from a moving distance of the driving unit. An arithmetic unit, the arithmetic unit having a function of calculating an excavation speed based on the excavation depth input from the excavation depth detection device, a calculated excavation speed and a predetermined constant depth. A function of calculating a required number of revolutions currently required by a predetermined number of revolutions required for stirring, a function of giving a command to rotate the motor of the driving unit at the required number of revolutions, and a function of setting the excavation speed and a preset value It has a function to calculate the required discharge amount currently required from the predetermined discharge amount of the chemical solution required to stir at a certain depth, and a function to give a command to the chemical injection pump to discharge the chemical solution at the required discharge amount. That is.

【0007】[0007]

【発明の実施の形態】以下、本発明を図面に示す実施の
形態を参照して説明する。図1を参照すると、駆動部4
の移動(昇降)距離から撹拌ロッド7による撹拌深度を
検出する掘削深度検出装置として駆動部4を吊持するワ
イヤ5の途中部が巻回されるシーブ10の軸部に設けら
れるロータリエンコーダからなる深度検出器11を備
え、ワイヤ5の巻出し量により掘削深度を検出するよう
になされており、その検出結果は演算装置12へ入力さ
れる。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below with reference to embodiments shown in the drawings. Referring to FIG.
As a digging depth detecting device for detecting a stirring depth by the stirring rod 7 from a moving (elevating) distance of the worm, a rotary encoder provided on a shaft portion of a sheave 10 around which a wire 5 suspending the driving unit 4 is wound. A depth detector 11 is provided to detect the excavation depth based on the unwinding amount of the wire 5, and the detection result is input to the arithmetic unit 12.

【0008】また駆動部4上のスイベル部には撹拌ロッ
ド7の回転数を検出するロータリエンコーダからなる回
転数検出器13を備え、この回転数検出器13により撹
拌ロッド7の現在の回転数を検出し、その検出結果は演
算装置12へ入力され、回転数インバータ14を通じ撹
拌ロッド駆動用の電動モータ6の回転数が制御されるよ
うになっている。
The swivel unit on the drive unit 4 is provided with a rotation speed detector 13 composed of a rotary encoder for detecting the rotation speed of the stirring rod 7, and the rotation speed detector 13 detects the current rotation speed of the stirring rod 7. The detection result is input to the arithmetic unit 12, and the rotation speed of the electric motor 6 for driving the stirring rod is controlled through the rotation speed inverter 14.

【0009】一方、前記スイベル部を通じて供給される
セメントミルク等の地盤改良用薬液の供給源15からの
薬液供給系にはポンプの吐出量を検出する吐出量検出器
16が設けられ、その吐出量検出器16の検出結果は演
算装置12へ入力され、ポンプインバータ17を通じて
ポンプ駆動用の電動モータ18の回転数が制御される。
これら各制御は、演算装置12の演算結果に基づき施工
管理装置19により行われる。
On the other hand, in a chemical supply system from a ground improvement chemical supply source 15 such as cement milk supplied through the swivel section, a discharge amount detector 16 for detecting a discharge amount of a pump is provided. The detection result of the detector 16 is input to the arithmetic unit 12, and the rotation speed of the electric motor 18 for driving the pump is controlled through the pump inverter 17.
Each of these controls is performed by the construction management device 19 based on the calculation results of the calculation device 12.

【0010】前記撹拌ロッド7の回転数制御は次のよう
に行われる。すなわち良好な地盤改良を行うために撹拌
ロッド7が単位深度下降または上昇する際に必要な最低
回転数(以下羽根切り回数という)は次式により与えら
れる。 T=Td+Tu ………(1) Td=M×Nd/Vd Tu=M×Nu/Vu ここでT;羽根切り回数(回/m) M;調整すべき現時点での必要回転数(回/min) V:撹拌ロッドの速度 なおdは掘削時(下降時)、uは引抜き時(上昇)を示
す。
The rotation speed of the stirring rod 7 is controlled as follows. That is, the minimum number of revolutions (hereinafter referred to as the number of times of blade cutting) required when the stirring rod 7 descends or ascends the unit depth in order to perform good ground improvement is given by the following equation. T = Td + Tu (1) Td = M × Nd / Vd Tu = M × Nu / Vu Here, T: the number of times of blade cutting (times / m) M: the required number of revolutions at the present time to be adjusted (times / min) V: the speed of the stirring rod d: excavation (down), u: pull-out (up) ).

【0011】したがって掘削時の回転数、掘削速度(降
下速度)をそれぞれNd、Vd、引抜き時の回転数、引
抜き速度(上昇速度)をそれぞれNu、Vuとして撹拌
を行うことにより必要とする羽根切り回数Tを実現する
ことができる。
[0011] Therefore, the blade speed required by stirring by setting the rotation speed at the time of excavation and the excavation speed (down speed) to Nd and Vd, respectively, and the rotation speed at the time of extraction and the extraction speed (up speed) to Nu and Vu, respectively. The number of times T can be realized.

【0012】一方、撹拌ロッドの回転数Nと回転数イン
バータ14の周波数との関係は、 N=R・120f/P ………(4) ここでR;減速比、P;モータの極数、f;周波数を示
す。
On the other hand, the relationship between the rotation speed N of the stirring rod and the frequency of the rotation speed inverter 14 is as follows: N = R · 120f / P (4) where R: reduction ratio, P: number of motor poles, f: Indicates frequency.

【0013】薬液吐出量については、掘削時のみ薬液を
注入するものとして、撹拌ロッド7が単位深度下降する
際に必要とする最低吐出量A(l/m)は、調整すべき
現在の必要吐出量をQ(l/m)とし、掘削速度をV
(m/min)とすると、 A=Q/V すなわち Q=A・V ………(5) となる。
With respect to the chemical liquid discharge amount, it is assumed that the chemical liquid is injected only at the time of excavation, and the minimum discharge amount A (l / m) required when the stirring rod 7 descends by a unit depth is the current required discharge to be adjusted. The amount is Q (l / m) and the excavation speed is V
(M / min), A = Q / V, that is, Q = A · V (5)

【0014】したがって掘削時の薬液吐出量と掘削速度
とをそれぞれQ、Vとして撹拌を行うことにより、必要
とする薬液吐出量Aを実現することができる。
Therefore, the required chemical liquid discharge amount A can be realized by performing stirring with the chemical liquid discharge amount and the excavation speed at the time of excavation as Q and V, respectively.

【0015】撹拌ロッド7の回転数とポンプインバータ
17の周波数との関係は、 N=R・120f/P ………(6) となる。
The relationship between the rotation speed of the stirring rod 7 and the frequency of the pump inverter 17 is as follows: N = R · 120f / P (6)

【0016】次に具体例を基に作用について説明する。Next, the operation will be described based on a specific example.

【0017】いま、撹拌ロッド7の撹拌羽根1枚当りの
所定回転数を350回/mとし、撹拌ロッド7に設けら
れる撹拌羽根8の枚数を10枚とすると、掘削速度1m
/minで35回/minで撹拌すれば、所定回転数3
50回/mを実現することになる。
Assuming that the predetermined number of rotations per stirring blade of the stirring rod 7 is 350 times / m and the number of the stirring blades 8 provided on the stirring rod 7 is 10, the excavation speed is 1 m.
If the stirring is performed at 35 times / min at a predetermined rotation speed of 3
50 times / m will be realized.

【0018】一方、薬液の吐出量を500l/mとする
と、掘削速度1m/minで500l/minで吐出さ
せればよい。
On the other hand, assuming that the discharge amount of the chemical solution is 500 l / m, the discharge may be performed at 500 l / min at an excavation speed of 1 m / min.

【0019】以上の条件で電動モータ6を始動して撹拌
ロッド7を回転させるとともに、撹拌ロッド7の先端か
ら薬液を吐出させ、駆動部4を吊持しているワイヤ5を
巻下げて撹拌作業を開始する。
Under the above conditions, the electric motor 6 is started to rotate the stirring rod 7, and a chemical solution is discharged from the tip of the stirring rod 7, and the wire 5 suspending the drive unit 4 is lowered to perform the stirring operation. To start.

【0020】掘削深度は、常時掘削深度検出装置11に
より検出されてその検出結果が演算装置12へ入力さ
れ、掘削速度が算出される。
The digging depth is constantly detected by the digging depth detecting device 11, and the result of the detection is input to the arithmetic device 12, and the digging speed is calculated.

【0021】必要回転数については、前述の式に基づい
て常時または単位時間ごとに算出され、この値を式
(6)に基づき周波数に換算して回転数インバータ14
に周波数変換指令を与える。これにより掘削地盤の性状
等により掘削速度に変化が生じれば、撹拌ロッド7はそ
の時点での掘削速度に適合する必要回転数で回転され、
その回転数が常に対応して図3のように掘削速度と回転
数とがリニヤな関係を保つ。
The required number of revolutions is calculated at all times or per unit time based on the above formula, and this value is converted into a frequency based on the formula (6) to convert the value into a frequency.
To the frequency conversion command. As a result, if a change occurs in the excavation speed due to the properties of the excavation ground, etc., the stirring rod 7 is rotated at the required rotation speed that matches the excavation speed at that time,
The rotation speed always corresponds and the excavation speed and the rotation speed maintain a linear relationship as shown in FIG.

【0022】必要吐出量についても、上記式(6)に基
づいて常時または単位時間ごとに算出され、この値によ
りポンプインバータ17に周波数変換指令を与えて薬液
の吐出量を変化させる。これにより撹拌ロッド7の掘削
速度と薬液の吐出量とは図4のようにリニヤな関係を保
つ。
The required discharge amount is also calculated at all times or per unit time based on the above formula (6). Based on this value, a frequency conversion command is given to the pump inverter 17 to change the discharge amount of the chemical solution. Thereby, the excavating speed of the stirring rod 7 and the discharge amount of the chemical liquid maintain a linear relationship as shown in FIG.

【0023】これにより地盤の柱状等の理由で掘削速度
に変化が生じても、撹拌ロッド7はその都度現時点での
掘削速度に見合った必要回転数および必要吐出量に調整
され、所定の回転数および薬液の吐出量が守られる。
As a result, even if the excavation speed changes due to the columnar shape of the ground or the like, the stirring rod 7 is adjusted to the required rotation speed and required discharge amount corresponding to the current excavation speed at each time, and the predetermined rotation speed is adjusted. Also, the discharge amount of the chemical solution is maintained.

【0024】上記の制御を整理すると図5に示すフロー
チャートのようになる。
The above control is arranged as shown in the flowchart of FIG.

【0025】すなわち自動調整を開始(ステップS1
するに当り、撹拌ロッド7の昇降速度に対する撹拌ロッ
ド7の回転数の上限、下限、およびポンプ吐出量の上
限、下限を設定する(ステップS2 )。
That is, automatic adjustment is started (step S 1 ).
In doing so, the upper limit and lower limit of the rotation speed of the stirring rod 7 with respect to the elevating speed of the stirring rod 7 and the upper limit and lower limit of the pump discharge amount are set (step S 2 ).

【0026】次いで制御開始か、以下のループを経て制
御継続中かの判断(ステップS3 )がなされ、制御継続
であれば、ワイヤ5の移動により検出された深度値によ
り昇降速度を算出する(ステップS4 )。制御継続でな
ければ終了(ステップS5 )となる。
Next, it is determined whether the control is started or whether the control is being continued through the following loop (step S 3 ). If the control is continued, the elevating speed is calculated from the depth value detected by the movement of the wire 5 (step S 3 ). step S 4). End If control continuation is (Step S 5).

【0027】上記ステップS4 により算出された昇降速
度が撹拌ロッド7の回転数およびポンプの吐出量が調整
範囲内にあるか否かが判断され(ステップS6 )、これ
が調整範囲外であれば昇降速度調整(ステップS7 )が
なされ、ステップS4 へ戻る。調整範囲内であれば、撹
拌ロッド7の昇降速度から現在の速度に対し適正な回転
数を算出する(ステップS8 )。
It is determined whether the elevating speed calculated in step S 4 is within the adjustment range of the rotation speed of the stirring rod 7 and the discharge amount of the pump (step S 6 ). lifting speed adjustment (step S 7) is made, the flow returns to step S 4. If the rotation speed is within the adjustment range, an appropriate rotation speed for the current speed is calculated from the lifting speed of the stirring rod 7 (step S 8 ).

【0028】次いで回転数検出器13により現在の撹拌
ロッド7の回転数を検出し(ステップS9 )、この回転
数と実際の回転数とを比較する(ステップS10)。これ
が適正回転数でないときは回転数を調整し(ステップS
11)、ステップS9 へ戻る。適正回転数であるときはポ
ンプ吐出量自動調整に入る。
Next, the current rotation speed of the stirring rod 7 is detected by the rotation speed detector 13 (step S 9 ), and this rotation speed is compared with the actual rotation speed (step S 10 ). If this is not the proper rotation speed, adjust the rotation speed (step S
11), returns to the step S 9. When the rotation speed is appropriate, automatic adjustment of the pump discharge amount is started.

【0029】ここで撹拌ロッド7の昇降速度から現在の
速度に適正なポンプ吐出量を算出決定し(ステップ
12)、吐出量検出器16により現在のポンプ吐出量を
検出する(ステップS13)。次いで適正吐出量と実際の
吐出量とを比較し(ステップS14)、適正吐出量でない
ときは吐出量を調整し(ステップS15)、ステップS13
へ戻る。適正吐出量であればステップS13へ戻り、終了
指令が出されるまで上記ループを繰返す。
Here, the pump discharge amount appropriate for the current speed is calculated and determined from the lifting speed of the stirring rod 7 (step S 12 ), and the current pump discharge amount is detected by the discharge amount detector 16 (step S 13 ). . Then compares the actual discharge amount and proper discharge amount (step S 14), by adjusting the amount of discharge when not appropriate discharge amount (step S 15), step S 13
Return to Returns to step S 13 if the proper discharge amount, repeating the loop until the end command is issued.

【0030】なお、本発明において用いるモータ、ポン
プともインバータ(周波数変換装置)を内蔵したものを
使用するのが好ましいが、これに限らず可変モータ(例
えば油圧モータ等)を利用してもよい。また本実施形態
では、薬液の注入を掘削時のみとした場合について示し
たが、撹拌ロッドの引抜き時に行うようにしてもよいこ
とはもちろんである。
It is preferable that the motor and the pump used in the present invention have a built-in inverter (frequency conversion device). However, the present invention is not limited to this, and a variable motor (for example, a hydraulic motor) may be used. In the present embodiment, the case where the injection of the chemical solution is performed only during excavation is shown, but it is needless to say that the injection may be performed when the stirring rod is pulled out.

【0031】[0031]

【発明の効果】以上説明したように本発明によれば、現
在の掘削速度に対する必要回転数および薬液の必要吐出
量を常時算出し、その結果の回転数および吐出量で撹拌
ロッドの回転と薬液の吐出とをなさしめるので、地盤の
性状等の理由から掘削速度に変動が生じても所定回転数
および所定吐出量が得られ、これにより効率よく良好な
地盤改良を実現することができる。
As described above, according to the present invention, the required number of revolutions and the required discharge amount of the chemical liquid with respect to the current excavation speed are always calculated, and the rotation of the stirring rod and the chemical liquid are calculated based on the resulting number of rotations and discharge amount. Therefore, even if the excavation speed fluctuates due to the properties of the ground or the like, a predetermined number of revolutions and a predetermined discharge amount can be obtained, whereby efficient and good ground improvement can be realized.

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

【図1】本発明の一実施形態を示す構成図。FIG. 1 is a configuration diagram showing an embodiment of the present invention.

【図2】制御ブロック図。FIG. 2 is a control block diagram.

【図3】撹拌ロッドの回転数自動調整の状態を示すグラ
フ。
FIG. 3 is a graph showing a state of automatic adjustment of the rotation speed of a stirring rod.

【図4】ポンプ吐出量自動調整の状態を示すグラフ。FIG. 4 is a graph showing a state of automatic adjustment of a pump discharge amount.

【図5】制御内容を示すフローチャート。FIG. 5 is a flowchart showing control contents.

【符号の説明】[Explanation of symbols]

2 リーダマスト 4 駆動部 5 ワイヤ 6 撹拌ロッド駆動用電動モータ 7 撹拌ロッド 8 撹拌羽根 9 掘削ヘッド 11 深度検出器 12 演算装置 13 回転数検出器 14 回転数インバータ 16 薬液の吐出量検出器 17 ポンプインバータ 18 ポンプ駆動用電動モータ 19 施工管理装置 2 Leader mast 4 Drive unit 5 Wire 6 Electric motor for driving a stirring rod 7 Stirring rod 8 Stirring blade 9 Drilling head 11 Depth detector 12 Computing device 13 Rotation speed detector 14 Rotation speed inverter 16 Chemical liquid discharge amount detector 17 Pump inverter 18 Electric motor for driving pump 19 Construction management device

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】リーダマストに昇降自在に装着された駆動
部に撹拌羽根を有する撹拌ロッドを連結し、この撹拌ロ
ッドを駆動部内のモータにより回転駆動して地盤を掘削
するとともに、セメントミルク等の地盤改良用薬液を注
入して土砂との撹拌を行い、地盤を改良する地盤改良機
において、前記駆動部の移動距離から掘削深度を検出す
る掘削深度検出装置と演算装置とを備え、この演算装置
は、前記掘削深度検出装置から入力された掘削深度に基
づいて掘削速度を算出する機能と、算出された掘削速度
と予め定められた一定深度を撹拌するに必要とする所定
回転数とにより現在必要な必要回転数を算出する機能
と、前記駆動部のモータに前記必要回転数で回転させる
指令を与える機能と、前記掘削速度と予め設定された一
定深度を撹拌するに必要な薬液の所定吐出量とから現在
必要とする所要吐出量を算出する機能と、薬液注入用ポ
ンプに薬液を所要吐出量で吐出するよう指令を与える機
能とを具有することを特徴とする地盤改良機の自動制御
装置。
1. A stirrer rod having stirring blades is connected to a drive unit mounted on a leader mast so as to be able to move up and down, and this stirrer rod is driven to rotate by a motor in the drive unit to excavate the ground and to remove cement milk or the like. A ground improvement machine for improving the ground by injecting a ground improvement chemical and mixing the soil with the earth and sand, comprising: an excavation depth detection device for detecting an excavation depth from a moving distance of the driving unit; and a calculation device. Is required by the function of calculating the excavation speed based on the excavation depth input from the excavation depth detection device and the calculated excavation speed and a predetermined rotation speed required to stir a predetermined constant depth. A function of calculating a required rotation speed, a function of giving a command to rotate the motor of the drive unit at the required rotation speed, and a function of stirring the digging speed and a predetermined constant depth. A ground having a function of calculating a required discharge amount required at present from a predetermined discharge amount of a required chemical liquid and a function of giving a command to a chemical liquid injection pump to discharge the chemical liquid at a required discharge amount. Automatic control device for improved machine.
JP24805896A 1996-09-19 1996-09-19 Automatic control device for ground improving machine Pending JPH1088568A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24805896A JPH1088568A (en) 1996-09-19 1996-09-19 Automatic control device for ground improving machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24805896A JPH1088568A (en) 1996-09-19 1996-09-19 Automatic control device for ground improving machine

Publications (1)

Publication Number Publication Date
JPH1088568A true JPH1088568A (en) 1998-04-07

Family

ID=17172580

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24805896A Pending JPH1088568A (en) 1996-09-19 1996-09-19 Automatic control device for ground improving machine

Country Status (1)

Country Link
JP (1) JPH1088568A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100923336B1 (en) 2009-06-03 2009-10-23 초석건설산업(주) Method deep cement mixing with excellent construction quality
JP2013028923A (en) * 2011-07-27 2013-02-07 Daiwa Kiko Kk Control device of ground improvement machine
JP2021195829A (en) * 2020-06-17 2021-12-27 鹿島建設株式会社 Tunnel construction device and tunnel construction method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100923336B1 (en) 2009-06-03 2009-10-23 초석건설산업(주) Method deep cement mixing with excellent construction quality
JP2013028923A (en) * 2011-07-27 2013-02-07 Daiwa Kiko Kk Control device of ground improvement machine
JP2021195829A (en) * 2020-06-17 2021-12-27 鹿島建設株式会社 Tunnel construction device and tunnel construction method

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