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JPH0568571B2 - - Google Patents
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JPH0568571B2 - - Google Patents

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Publication number
JPH0568571B2
JPH0568571B2 JP19013286A JP19013286A JPH0568571B2 JP H0568571 B2 JPH0568571 B2 JP H0568571B2 JP 19013286 A JP19013286 A JP 19013286A JP 19013286 A JP19013286 A JP 19013286A JP H0568571 B2 JPH0568571 B2 JP H0568571B2
Authority
JP
Japan
Prior art keywords
penetration
stirring shaft
amount
stirring
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.)
Expired - Lifetime
Application number
JP19013286A
Other languages
Japanese (ja)
Other versions
JPS6347413A (en
Inventor
Shojiro Hatake
Yoshio Higaki
Minoru Aoi
Makoto Motoyoshi
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.)
Kobe Steel Ltd
Original Assignee
Kobe Steel 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 Kobe Steel Ltd filed Critical Kobe Steel Ltd
Priority to JP19013286A priority Critical patent/JPS6347413A/en
Publication of JPS6347413A publication Critical patent/JPS6347413A/en
Publication of JPH0568571B2 publication Critical patent/JPH0568571B2/ja
Granted legal-status Critical Current

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  • 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、地盤改良機の制御装置に関するもの
である。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a control device for a ground improvement machine.

(従来技術) 従来から粉体噴射撹拌工法(DJM)を採用し
た地盤改良機が知られているが、その施工時に
は、撹拌軸の貫入引抜速度(昇降速度)および改
良材の吐出量(土中に噴射する量)を一定に保持
しているのが通例である。このような施工法で
は、改良の対象となる軟弱地盤が深度方向に均一
な土質である場合は、改良材と地盤土壌とがほぼ
均一に撹拌混合されて均一な強度の改良柱体を造
成できるが、深さ方向に異なつた地層が重なつて
いて地質が均一でない場合は、上記改良材の吐出
量をおよび貫入引抜速度を一定にして、改良材と
地盤土壌とを均一に撹拌混合しても、均一な強度
の改良柱体を造成することはできないという問題
があつた。
(Prior art) Ground improvement machines that employ the powder injection mixing method (DJM) have been known for a long time. Normally, the amount of fuel injected is kept constant. In this construction method, if the soft ground to be improved has uniform soil quality in the depth direction, the improvement material and ground soil are stirred and mixed almost uniformly, making it possible to create improved pillars with uniform strength. However, if the geology is not uniform because different strata overlap in the depth direction, the improvement material and ground soil should be uniformly mixed by stirring and keeping the discharge amount of the improvement material and the penetration and withdrawal speed constant. However, there was a problem that it was not possible to create improved columns with uniform strength.

(発明の目的) 本発明は、このような問題を解消するためにな
されたものであり、異なつた地層が重なつた軟弱
地盤であつても、常に均一な強度の改良柱体を造
成できる地盤改良機の制御装置を提供するもので
ある。
(Purpose of the Invention) The present invention has been made in order to solve such problems, and it is possible to create improved columns with uniform strength even in soft ground where different strata overlap. The present invention provides a control device for an improved machine.

(発明の構成) 本発明は、下端に撹拌翼を有する撹拌軸の回転
駆動手段と、上記撹拌軸の貫入引抜手段と、撹拌
軸の先端から改良材を吐出させる改良材吐出手段
とを備えた地盤改良機において、撹拌軸の撹拌ト
ルク検出手段と、撹拌軸の貫入引抜抵抗検出手段
と、撹拌軸の貫入引抜速度検出手段と、撹拌軸の
回転数検出手段と、撹拌翼の回転半径記憶手段
と、上記各検出手段および記憶手段から入力され
た撹拌軸の撹拌トルク、貫入引抜抵抗、貫入引抜
速度、回転数、撹拌翼の回転半径の各信号に基づ
いて単体体積当りの仕事量を演算する演算手段
と、単位体積当りの目標仕事量の設定手段と、上
記演算手段および設定手段から入力された単位体
積当りの仕事量と単位体積当りの目標仕事量とを
比較判別する手段と、上記比較判別手段からの信
号に基づいて上記単位体積当りの仕事量と単位体
積当りの目標仕事量との偏差が小さくなるように
貫入引抜速度制御信号を上記貫入引抜手段に送る
制御手段とを具備していることを特徴とするもの
である。
(Structure of the Invention) The present invention includes: a means for rotationally driving a stirring shaft having a stirring blade at the lower end; a means for penetrating and withdrawing the stirring shaft; and an improved material discharging means for discharging the improved material from the tip of the stirring shaft. In the soil improvement machine, a stirring torque detection means of a stirring shaft, a stirring shaft penetration/pulling resistance detection means, a stirring shaft penetration/pulling speed detection means, a stirring shaft rotational speed detection means, and a stirring blade rotation radius storage means. Then, the amount of work per unit volume is calculated based on the signals of the stirring torque of the stirring shaft, the penetration and withdrawal resistance, the penetration and withdrawal speed, the rotational speed, and the rotation radius of the stirring blade, which are input from each of the detection means and the storage means. a calculating means, a means for setting a target amount of work per unit volume, a means for comparing and determining the amount of work per unit volume inputted from the calculating means and the setting means and the target amount of work per unit volume, and the above-mentioned comparison. control means for sending a penetration/extraction speed control signal to the penetration/extraction means so as to reduce the deviation between the amount of work per unit volume and the target amount of work per unit volume based on the signal from the determination means; It is characterized by the presence of

上記の構成により、撹拌軸の撹拌トルク、貫入
引抜抵抗、貫入引抜速度、回転数、撹拌翼の回転
半径に基づいて演算された単位体積当りの仕事量
を判断基準とし、その現実と仕事量と、予め地質
のボーリング調査や室内での改良材の配合、反応
試験等によつて求められた目標仕事量との偏差に
応じて、撹拌軸の貫入引抜速度が制御され、地質
に応じた仕事量で最適な地盤改良が行われ、均一
な強度の改良柱体が得られる。
With the above configuration, the work amount per unit volume calculated based on the stirring torque of the stirring shaft, penetration and withdrawal resistance, penetration and withdrawal speed, rotational speed, and rotation radius of the stirring blade is used as a judgment criterion, and the reality and work amount are The penetration and withdrawal speed of the stirring shaft is controlled according to the deviation from the target amount of work determined in advance through geological boring surveys, mixing of improved materials indoors, reaction tests, etc., and the amount of work is adjusted according to the geology. Optimal ground improvement is performed in this process, resulting in improved columns with uniform strength.

(実施例) 地盤改良機の概略構成を第2図によつて説明す
る。ベースマシン1に立設されたリーダ2に、撹
拌軸3が回転自在にかつ昇降自在に支持されてい
る。撹拌軸3は内部に改良材送給通路を有する中
空状で外形が断面角形に形成され、その下端に放
射状の撹拌翼4と、図示しない改良材吐出口が設
けられている。
(Example) The schematic configuration of a soil improvement machine will be explained with reference to FIG. A stirring shaft 3 is supported by a leader 2 erected on a base machine 1 so as to be rotatable and movable up and down. The stirring shaft 3 is hollow and has a reforming material feeding passage therein, and its outer shape is square in cross section, and its lower end is provided with radial stirring blades 4 and an improving material discharge port (not shown).

撹拌軸3の回転駆動手段5は、軸回転駆動用電
動モータ5aと減速機5bとを有し、その減速機
5bに上記撹拌軸3が軸方向にのみ摺動自在に挿
通され、撹拌軸3に対して軸方向の摺動すなわち
昇降を許容しながら回転トルクを伝達する。
The rotational drive means 5 for the stirring shaft 3 has a shaft rotation driving electric motor 5a and a reducer 5b, and the stirring shaft 3 is inserted into the reducer 5b so as to be slidable only in the axial direction. It transmits rotational torque while allowing sliding in the axial direction, that is, lifting and lowering.

撹拌軸3の貫入引抜手段6は、貫入用ウインチ
6aと、引抜用ウインチ6bとを有し、貫入用ウ
インチ6aに巻取られた貫入用ロープ6cの先端
が撹拌軸3の上端に連結されたスラスト軸受3a
の下部に連結され、引抜用ウインチ6bに巻取ら
れた引抜用ロープ6dが上記スラスト軸受3aの
上部に連結されている。上記両ウインチ6a,6
bはそれぞれ油圧モータや可変容量形油圧ポンプ
等を備えた油圧ユニツト6eによつて駆動され、
その駆動により、撹拌軸が昇降され、軟弱地盤A
に対して貫入、引抜きが行われる。
The penetration/extraction means 6 for the stirring shaft 3 has a penetration winch 6a and a withdrawal winch 6b, and the tip of a penetration rope 6c wound around the penetration winch 6a is connected to the upper end of the stirring shaft 3. Thrust bearing 3a
A pulling rope 6d wound around the pulling winch 6b is connected to the upper part of the thrust bearing 3a. Both winches 6a, 6 mentioned above
b are each driven by a hydraulic unit 6e equipped with a hydraulic motor, a variable displacement hydraulic pump, etc.
Due to the drive, the stirring shaft is raised and lowered, and
Penetration and extraction are performed on the

改良材吐出手段7は、タンク7aの下部に可変
速電動モータ7bによつて駆動されるフイードホ
イール7cを装備してなるもので、配管7dから
導入した圧縮空気と、フイードホイール7cの回
転とによつてタンク7a内に貯蔵された改良材B
が改良材送給ホース7eに空気圧送される。ホー
ス7eの先端は図示しないスイベルジヨイントを
介して撹拌軸3の上端に接続され、上記ホース7
eに空気圧送された改良材が撹拌軸3内に送給さ
れ、撹拌軸3の先端に設けられた叶出口から叶出
される。
The improvement material discharging means 7 is equipped with a feed wheel 7c driven by a variable speed electric motor 7b at the lower part of the tank 7a, and the compressed air introduced from the pipe 7d and the rotation of the feed wheel 7c are connected to each other. Improved material B stored in tank 7a by
is pneumatically fed to the improvement material supply hose 7e. The tip of the hose 7e is connected to the upper end of the stirring shaft 3 via a swivel joint (not shown).
The improved material pneumatically fed to e is fed into the stirring shaft 3 and is discharged from the leaf outlet provided at the tip of the stirring shaft 3.

次に、上記地盤改良機により地盤改良を行う方
法を説明する。撹拌軸回転駆動手段5により撹拌
軸3を回転させながら、貫入引抜手段6の引抜用
ウインチ6bにより引抜用ロープ6dを繰出すと
ともに、貫入用ウインチ6aにより貫入用ロープ
6cを巻取ることにより、撹拌軸3を下降させて
軟弱地盤A中に貫入させ、この貫入時に、撹拌軸
先端の撹拌翼4によつて地盤土壌を撹拌する。そ
して、撹拌軸3を所定の深度まで貫入させた後、
上記撹拌軸3を回転させながら、貫入用ウインチ
6aにより貫入用ロープ6cを繰出すとともに、
引抜用ウインチ6bにより引抜用ロープ6dを巻
取ることによつて、撹拌軸3を上昇させて軟弱地
盤A中から引抜き、この引抜き時に、撹拌軸先端
の吐出口から改良材を吐出し、撹拌翼4により改
良材と地盤土壌とを撹拌混合することによつて地
盤改良が行われる。なお、撹拌軸3の貫入時に改
良材を吐出してもよい。
Next, a method of improving the ground using the above ground improving machine will be explained. While the stirring shaft 3 is rotated by the stirring shaft rotation driving means 5, the drawing rope 6d is fed out by the drawing winch 6b of the penetrating and drawing means 6, and the penetrating rope 6c is wound up by the penetrating winch 6a, thereby stirring. The shaft 3 is lowered to penetrate into the soft ground A, and during this penetration, the ground soil is stirred by the stirring blade 4 at the tip of the stirring shaft. After penetrating the stirring shaft 3 to a predetermined depth,
While rotating the stirring shaft 3, the penetration winch 6a lets out the penetration rope 6c, and
By winding up the pulling rope 6d with the pulling winch 6b, the stirring shaft 3 is raised and pulled out of the soft ground A. At the time of pulling out, the improved material is discharged from the outlet at the tip of the stirring shaft, and the stirring blade 4, soil improvement is performed by stirring and mixing the improvement material and the ground soil. Note that the improving material may be discharged when the stirring shaft 3 penetrates.

次に、上記地盤改良機の制御装置を第1図によ
つて説明する。回転数検出手段10は撹拌軸回転
駆動手段5の減速機5b等に付設され、撹拌軸3
の回転数n(r.p.m.)を検出する。撹拌トルク検
出手段11は、回転数検出手段10と、上記回転
駆動手段5の電動モータ5aの電力E(kw)を検
出する電力検出手段11aと、両検出手段10,
11aによつて検出された回転数nと電力Eに基
づいて撹拌トルクTorを演算する撹拌トルク演算
手段11bとからなる。撹拌トルクTorは、Tor
=974×E/n(Kgfm)で求めらる。
Next, a control device for the above ground improvement machine will be explained with reference to FIG. The rotation speed detection means 10 is attached to the speed reducer 5b of the stirring shaft rotation driving means 5, etc.
Detects the rotation speed n (rpm) of the The stirring torque detection means 11 includes a rotation speed detection means 10, a power detection means 11a for detecting the electric power E (kw) of the electric motor 5a of the rotational drive means 5, both detection means 10,
The stirring torque calculation means 11b calculates the stirring torque Tor based on the rotation speed n and the electric power E detected by the rotation speed n detected by the stirring torque calculation means 11a. Stirring torque Tor is Tor
It can be found as =974×E/n (Kgfm).

撹拌軸3の貫入引抜抵抗検出手段12は、貫入
引抜手段6の油圧ユニツト6eに設けられた圧力
検出器によつてポンプ吐出圧力P(Kgfcm2)を検
出する油圧検出手段12aと、その圧力Pに基づ
いて貫入引抜抵抗Res(Kgf)を演算する貫入引
抜抵抗演算手段12bとからなる。貫入引抜抵抗
Resは、Res=K1P+K2で求められる。ただし、
K1、K2は油圧ポンプの容量や機械損失によつて
決まる定数である。
The penetration/extraction resistance detection means 12 of the stirring shaft 3 includes a hydraulic pressure detection means 12a that detects pump discharge pressure P (Kgfcm 2 ) by a pressure detector provided in the hydraulic unit 6e of the penetration/extraction means 6, and a hydraulic pressure detection means 12a that detects the pump discharge pressure P (Kgfcm 2 ). and a penetration/extraction resistance calculating means 12b for calculating the penetration/extraction resistance Res (Kgf) based on the following. Penetration and withdrawal resistance
Res is determined by Res=K 1 P+K 2 . however,
K 1 and K 2 are constants determined by the capacity and mechanical loss of the hydraulic pump.

貫入引抜速度検出手段13は、撹拌軸3の昇降
速度を検出するもので、たとえば貫入引抜手段6
の貫入用ロープ6cおよび引抜用ロープ6dの各
ガイドシーブの回転数を検出し、その回転数から
撹拌軸3の貫入引抜速度υ(m/min)を算出す
る。翼回転半径記憶手段14には撹拌翼4の回転
半径r(m)が記憶されている。
The penetration/extraction speed detecting means 13 detects the lifting/lowering speed of the stirring shaft 3, and for example, the penetration/extraction speed detection means 6
The rotation speed of each guide sheave of the penetration rope 6c and the withdrawal rope 6d is detected, and the penetration and withdrawal speed υ (m/min) of the stirring shaft 3 is calculated from the rotation speed. The rotation radius r (m) of the stirring blade 4 is stored in the blade rotation radius storage means 14 .

上記各検出手段10,11,12,13によつ
て検出された撹拌軸3の回転数n、撹拌トルク
Tor、貫入引抜抵抗Rse、貫入引抜速度υと、記
憶手段14に記憶された撹拌翼4の回転半径r
は、演算手段15に入力され、この演算手段15
により単位体積当りの仕事量W/Vが演算され
る。
The rotation speed n of the stirring shaft 3 and the stirring torque detected by each of the above-mentioned detection means 10, 11, 12, 13
Tor, penetration and withdrawal resistance Rse, penetration and withdrawal speed υ, and rotation radius r of the stirring blade 4 stored in the storage means 14.
is input to the calculation means 15, and this calculation means 15
The amount of work W/V per unit volume is calculated.

今、第3図に示すように撹拌翼4が1回転し、
軸方向に長さlだけ貫入(引抜きも同じ)して地
盤改良を行つた時の改良柱体Cについて考察す
る。撹拌翼4の回転の反力をF、貫入抵抗をRes
とすると、回転による仕事量W1と、貫入による
仕事量W2は、次の通りである。
Now, as shown in Figure 3, the stirring blade 4 rotates once,
Consider the improved column C when the ground is improved by penetrating (and pulling out) by a length l in the axial direction. The reaction force of the rotation of stirring blade 4 is F, and the penetration resistance is Res
Then, the amount of work W 1 due to rotation and the amount of work W 2 due to penetration are as follows.

W1=F・2πr、W2=Res・l 一方、上記改良柱体の体積Vは、πr2lであるの
で、単位体積当りの仕事量W/V(tf・m/m2
は次式で表わされる。
W 1 = F・2πr, W 2 = Res・l On the other hand, since the volume V of the improved column is πr 2 l, the amount of work per unit volume W/V (tf・m/m 2 )
is expressed by the following equation.

W/V=(F・2πr+Res・l)/πr2l…… ここで、撹拌トルクTorは、Tor=F・rで表
わされる。また、撹拌翼4が長さlだけ軸方向に
移動する時間をt(sec)とすると、長さlは、l
=υ・t/60、時間tは、t=60/n(ただし、
υ:貫入引抜速度、n:回転数)で表わされる。
W/V=(F·2πr+Res·l)/πr 2 l... Here, the stirring torque Tor is expressed as Tor=F·r. Further, if the time for the stirring blade 4 to move in the axial direction by a length l is set as t (sec), the length l is
= υ・t/60, time t is t=60/n (however,
υ: penetration and withdrawal speed, n: rotational speed).

従つて、上記式の単位体積当りの仕事量W/
Vは、次のように置換えることができる。
Therefore, the amount of work per unit volume in the above formula W/
V can be replaced as follows.

W/V={Tor・2π+Res(υ/n)} /πr2(υ/n) =2n・Tor/r2υ+Res/πr2 …… こうして演算手段15により演算された単位体
積当りの仕事量W/Vは、次の比較判別手段16
に入力される。一方、予め地質のボーリング調査
や室内での改良材の配合、反応試験等によつて単
位体積当りの目標仕事量s(ただし、s:単位体
積当り仕事量W/Vの理想値)が計算され、その
目標仕事量sが目標仕事量設定手段17に設定さ
れており、この設定手段17から目標仕事量sが
上記比較判別手段16に入力される。
W/V={Tor・2π+Res(υ/n)} /πr 2 (υ/n) =2n・Tor/r 2 υ+Res/πr 2 ... The amount of work W per unit volume calculated by the calculating means 15 in this way /V is the following comparison and determination means 16
is input. On the other hand, the target amount of work s per unit volume (where s is the ideal value of the amount of work W/V per unit volume) is calculated in advance through geological boring surveys, mixing of improving materials indoors, reaction tests, etc. , the target amount of work s is set in the target amount of work setting means 17, and the target amount of work s is input from this setting means 17 to the comparison and determination means 16.

次いで、比較判別手段16により、上記演算手
段15により演算された現在の単位体積当りの仕
事量W/Vと、上記目標仕事量sとが比較判別さ
れ、その判別結果に基づいて次のような制御が行
われる。
Next, the comparison and determination means 16 compares and determines the current amount of work per unit volume W/V calculated by the calculation means 15 and the target amount of work s, and based on the determination result, the following is determined. Control takes place.

すなわち、貫入引抜速度制御手段18におい
て、貫入引抜速度設定手段18aに予め上記目標
仕事量sを達成するための貫入引抜速度υ0が設定
されており、その設定地υ0と、上記比較判別手段
16による比較判別結果に基づいて、貫入引抜速
度演算手段18bにより必要とする貫入引抜速度
υiが演算される。次いで、貫入引抜速度υiに基づ
いて、油量演算手段18cにより上記貫入引抜手
段6の必要油量q=K3υが演算される。ただし、
K3は機械によつて決まる定数である。その後上
記油量qに応じた信号が信号発生手段18cから
貫入引抜手段6の流量制御器に送られ、これによ
つて油圧ポンプの吐出量が制御され、貫入用ウイ
ンチ6aおよび引抜用ウインチ6bの回転速度が
制御され、撹拌軸3n貫入速度または引抜速度が
制御される。
That is, in the penetration and withdrawal speed control means 18, the penetration and withdrawal speed υ 0 for achieving the target work amount s is set in advance in the penetration and withdrawal speed setting means 18a, and the setting point υ 0 and the above comparison determination means are set in advance. Based on the results of the comparison and determination by 16, the required penetration and withdrawal speed υi is calculated by the penetration and withdrawal speed calculation means 18b. Next, the required oil amount q=K 3 υ of the penetration/extraction means 6 is calculated by the oil amount calculation means 18c based on the penetration/extraction speed υi. however,
K 3 is a constant determined by the machine. Thereafter, a signal corresponding to the oil amount q is sent from the signal generating means 18c to the flow rate controller of the penetration/extraction means 6, thereby controlling the discharge amount of the hydraulic pump and controlling the penetration winch 6a and the extraction winch 6b. The rotation speed is controlled, and the penetration speed or withdrawal speed of the stirring shaft 3n is controlled.

一方、改良材吐出量制御手段19において、改
良材吐出量設定手段19aに予め上記目標仕事量
sを達成するための改良材吐出量Q0が設定され
ており、その設定値Q0と、上記比較判別手段1
6による比較判別結果に基づいて、改良材吐出量
演算手段19cにより必要とする改良材吐出量
Qiが演算される。次いで、その吐出量Qiに基づ
いて、上記改良材吐出手段7のフイードホイール
7c回転数niが演算され、この回転数n1に応じた
信号が信号発生手段19dから改良材吐出手段7
の電動モータ7bに送られ、同モータ7bの回転
数すなわちフイードホイール7c回転数が制御さ
れ、これによつて改良材吐出手段7から撹拌軸3
に対する改良材の送給量が制御され、撹拌軸3の
先端から軟弱地盤中に対する改良材の吐出量が制
御される。
On the other hand, in the improvement material discharge amount control means 19, the improvement material discharge amount Q0 for achieving the target work amount s is set in advance in the improvement material discharge amount setting means 19a , and the set value Q0 and the above-mentioned Comparative determination means 1
Based on the results of comparison and discrimination in step 6, the required improvement material discharge amount is determined by the improvement material discharge amount calculation means 19c.
Qi is calculated. Next, the rotation speed ni of the feed wheel 7c of the improved material discharging means 7 is calculated based on the discharge amount Qi, and a signal corresponding to this rotation speed n1 is sent from the signal generating means 19d to the improved material discharging means 7.
The rotational speed of the motor 7b, that is, the rotational speed of the feed wheel 7c, is controlled.
The amount of improvement material fed into the soft ground is controlled, and the amount of improvement material discharged from the tip of the stirring shaft 3 into the soft ground is controlled.

上記の制御をさらに具体的に説明すると次の通
りである。
The above control will be explained in more detail as follows.

比較判別手段16による仕事量W/Vと、目標
仕事量sとの判別結果に基づいで、たとえば仕事
量W/Vの変化量が±20%を制御基準とし、貫入
引抜速度演算手段18bおよび改良材吐出量演算
手段19bにより、貫入引抜速度υiおよび改良材
吐出量Qiを次のように演算する。
Based on the result of the discrimination between the work volume W/V and the target work volume s by the comparison and discrimination means 16, for example, the amount of change in the work volume W/V is set as a control standard of ±20%, and the penetration and withdrawal speed calculation means 18b and the improvement are performed. The material discharge amount calculation means 19b calculates the penetration and withdrawal speed υi and the improved material discharge amount Qi as follows.

W/V>sの時、 W/V>1.2sか否かを判別し、 W/V>1.2sの時は、 υi=1.2υ0、 Qi={2.2−(W/V)/s}Q0 とする。 When W/V>s, determine whether W/V>1.2s or not, and when W/V>1.2s, υi=1.2υ 0 , Qi={2.2−(W/V)/s} Let Q be 0 .

W/V≦1.2sの時は、 υi={(W/V)/s}υ0、 Qi=Q0 とする。 When W/V≦1.2s, υi={(W/V)/s}υ 0 and Qi=Q 0 .

W/V≦sの時、 W/V<0.8sか否かを判別し、 W/V<0.8sの時は、 υi=0.8υ0、 Qi={1.8−(W/V)/s}Q0 とする。 When W/V≦s, determine whether W/V<0.8s, and when W/V<0.8s, υi=0.8υ 0 , Qi={1.8−(W/V)/s} Let Q be 0 .

W/V≧0.8sの時は、 υi={(W/V)/s}υ0、 Qi=Q0 とする。 When W/V≧0.8s, υi={(W/V)/s}υ 0 and Qi=Q 0 .

以下、上記の演算によつて得られた貫入引抜速
度υiに基づいて必要油量qを求め、貫入引抜手段
6による撹拌軸6の貫入引抜速度υを制御すると
ともに、改良材吐出量Qiに基づいて改良材吐出
手段5のフイードホイール7dの回転数niを求
め、その電動モータ7bの回転数を制御して改良
材吐出量を制御する。
Hereinafter, the required oil amount q is calculated based on the penetration and withdrawal speed υi obtained by the above calculation, and the penetration and withdrawal speed υ of the stirring shaft 6 by the penetration and withdrawal means 6 is controlled, and at the same time, it is determined based on the improvement material discharge amount Qi. Then, the rotation speed ni of the feed wheel 7d of the improvement material discharging means 5 is determined, and the rotation speed of the electric motor 7b is controlled to control the amount of improvement material discharged.

上記の制御により、均一強度の改良柱体が得ら
れる。すなわち異なつた地層が重なつていて地質
が均一でない場合、撹拌軸3の貫入引抜抵抗等が
変化し、単位体積当りの仕事量W/Vが変化する
ので、この仕事量W/Vが一定となるように制御
することによつて、地質に応じた仕事つまり地盤
改良が行われ、その結果、均一な強度の改良柱体
が得られるのである。
By the above control, an improved column with uniform strength can be obtained. In other words, when different strata overlap and the geology is not uniform, the penetration and withdrawal resistance of the stirring shaft 3 changes, and the amount of work W/V per unit volume changes, so this amount of work W/V is not constant. By controlling the soil so that it is the same, work corresponding to the geology, that is, ground improvement, is performed, and as a result, improved columns with uniform strength can be obtained.

ところで、上記実施例では貫入引抜速度と改良
材吐出量とを制御するようにしたが、貫入引抜手
段6による撹拌軸4の回転速度を上記と同様の制
御により制御することも任意に可能である。ま
た、本発明においては、必ずしも改良材の吐出量
を制御する必要はなく、貫入引抜速度を制御する
だけでも従来に比べて十分にすぐれた改良柱体を
得ることができる。
Incidentally, in the above embodiment, the penetration and withdrawal speed and the discharge amount of improving material were controlled, but it is also possible to arbitrarily control the rotation speed of the stirring shaft 4 by the penetration and withdrawal means 6 using the same control as above. . Furthermore, in the present invention, it is not necessarily necessary to control the discharge amount of the improving material, and it is possible to obtain an improved column body that is sufficiently superior to the conventional one just by controlling the penetration and withdrawal speed.

上記地盤改良機において、撹拌軸3の貫入引抜
手段6には第2図に示したウインチ式に限らず、
チヤツク機構と貫入引抜用油圧シリンダを用いて
撹拌軸を一定のピツチずつ貫入または引抜きする
ものでもよい。この場合は、油圧シリンダに対す
る供給流量を制御して同シリンダの伸縮速度を制
御し、撹拌軸の貫入引抜速度を制御すればよい。
In the above ground improvement machine, the means 6 for penetrating and extracting the stirring shaft 3 is not limited to the winch type shown in FIG.
The stirring shaft may be inserted or withdrawn at regular intervals using a chuck mechanism and a hydraulic cylinder for insertion and withdrawal. In this case, the supply flow rate to the hydraulic cylinder may be controlled to control the expansion and contraction speed of the cylinder, and the penetration and withdrawal speed of the stirring shaft may be controlled.

本発明の制御装置は、陸上用の地盤改良機に限
らず、海底用の地盤改良機にも適用できるもので
ある。
The control device of the present invention is applicable not only to ground improvement machines for land use but also to ground improvement machines for submarine use.

(発明の効果) 以上のように本発明は、地盤改良作業時に、撹
拌に要した単位体積当りの仕事量に応じて、その
仕事量が一定となるように撹拌軸の貫入引抜速度
を制御するようにしたものであり、この制御によ
り、異なつた地層が重なつていて地質が均一でな
い場合でも地質に応じた地盤改良が行われ、均一
な強度の改良柱体を得ることができる。
(Effects of the Invention) As described above, the present invention controls the penetration and withdrawal speed of the stirring shaft in accordance with the amount of work per unit volume required for stirring during soil improvement work so that the amount of work is constant. Through this control, even if different geological strata overlap and the geology is not uniform, ground improvement can be performed according to the geology, and an improved column with uniform strength can be obtained.

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

第1図は本発明の実施例を示すブロツク図、第
2図は本発明の制御装置を装備した地盤改良機の
一例を示す概略側面図、第3図は単位体積当りの
仕事量を計算するための説明図である。 3……撹拌軸、4……撹拌翼、5……撹拌軸回
転駆動手段、6……撹拌軸貫入引抜手段、7……
改良材吐出手段、10……撹拌軸回転数検出手
段、11……撹拌トルク検出手段、12……貫入
引抜抵抗検出手段、13……貫入引抜速度検出手
段、14……撹拌翼回転半径記憶手段、15……
単位体積当りの仕事量演算手段、16……比較判
別手段、17……目標仕事量設定手段、18……
貫入引抜速度制御手段。
Fig. 1 is a block diagram showing an embodiment of the present invention, Fig. 2 is a schematic side view showing an example of a ground improvement machine equipped with the control device of the present invention, and Fig. 3 is a diagram for calculating the amount of work per unit volume. FIG. 3... Stirring shaft, 4... Stirring blade, 5... Stirring shaft rotation drive means, 6... Stirring shaft penetration/extraction means, 7...
Improvement material discharging means, 10... Stirring shaft rotation speed detection means, 11... Stirring torque detection means, 12... Penetration and withdrawal resistance detection means, 13... Penetration and withdrawal speed detection means, 14... Stirring blade rotation radius storage means , 15...
Work amount calculation means per unit volume, 16... Comparison/discrimination means, 17... Target work amount setting means, 18...
Penetration and withdrawal speed control means.

Claims (1)

【特許請求の範囲】[Claims] 1 下端に撹拌翼を有する撹拌軸の回転駆動手段
と、撹拌軸の貫入引抜手段と、撹拌軸の先端から
改良材を吐出させる改良材吐出手段とを備えた地
盤改良機において、撹拌軸の撹拌トルク検出手段
と、撹拌軸の貫入引抜抵抗検出手段と、撹拌軸の
貫入引抜速度検出手段と、撹拌軸の回転数検出手
段と、撹拌翼の回転半径記憶手段と、上記各検出
手段および記憶手段から入力された撹拌軸の撹拌
トルク、貫入引抜抵抗、貫入引抜速度、回転数、
撹拌翼の回転半径の各信号に基づいて単位体積当
りの仕事量を演算する演算手段と、単位体積当り
の目標仕事量の設定手段と、上記演算手段および
設定手段から入力された単位体積当りの仕事量と
単位体積当りの目標仕事量とを比較判別する手段
と、上記比較判別手段からの信号に基づいて上記
単位体積当りの仕事量と単位体積当りの目標仕事
量との偏差が小さくなるように貫入引抜速度制御
信号を上記貫入引抜手段に送る制御手段とを具備
していることを特徴とする地盤改良機の制御装
置。
1. In a soil improvement machine equipped with a stirring shaft rotation drive means having a stirring blade at the lower end, a stirring shaft penetration/extraction means, and an improved material discharging means for discharging the improved material from the tip of the stirring shaft, the stirring shaft is A torque detection means, a stirring shaft penetration and withdrawal resistance detection means, a stirring shaft penetration and withdrawal speed detection means, a stirring shaft rotational speed detection means, a stirring blade rotation radius storage means, and each of the above-mentioned detection means and storage means. Stirring torque of the stirring shaft input from, penetration and withdrawal resistance, penetration and withdrawal speed, rotation speed,
a calculation means for calculating the amount of work per unit volume based on each signal of the rotation radius of the stirring blade; a means for setting the target amount of work per unit volume; means for comparing and determining the amount of work and the target amount of work per unit volume; and a means for reducing the deviation between the amount of work per unit volume and the target amount of work per unit volume based on the signal from the comparison and determining means. and control means for sending a penetration/extraction speed control signal to the penetration/extraction means.
JP19013286A 1986-08-13 1986-08-13 Controller for ground improver Granted JPS6347413A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19013286A JPS6347413A (en) 1986-08-13 1986-08-13 Controller for ground improver

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19013286A JPS6347413A (en) 1986-08-13 1986-08-13 Controller for ground improver

Publications (2)

Publication Number Publication Date
JPS6347413A JPS6347413A (en) 1988-02-29
JPH0568571B2 true JPH0568571B2 (en) 1993-09-29

Family

ID=16252924

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19013286A Granted JPS6347413A (en) 1986-08-13 1986-08-13 Controller for ground improver

Country Status (1)

Country Link
JP (1) JPS6347413A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2503045B2 (en) * 1988-04-30 1996-06-05 利夫 福田 Mixing and stirring blade and method of using the same
JP3675164B2 (en) * 1998-03-27 2005-07-27 コベルコクレーン株式会社 Support ground position detection method and support ground position detection device for ground improvement machine
JP7081809B2 (en) * 2018-08-31 2022-06-07 株式会社ワイビーエム Control method in ground construction machine and ground construction machine

Also Published As

Publication number Publication date
JPS6347413A (en) 1988-02-29

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