JPS62280411A - Ground improver - Google Patents

Ground improver

Info

Publication number
JPS62280411A
JPS62280411A JP12174086A JP12174086A JPS62280411A JP S62280411 A JPS62280411 A JP S62280411A JP 12174086 A JP12174086 A JP 12174086A JP 12174086 A JP12174086 A JP 12174086A JP S62280411 A JPS62280411 A JP S62280411A
Authority
JP
Japan
Prior art keywords
ground
value
current value
time
time value
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
JP12174086A
Other languages
Japanese (ja)
Other versions
JPH0742694B2 (en
Inventor
Shoichi Watanabe
正一 渡辺
Mitsuru Hayakawa
満 早川
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 JP12174086A priority Critical patent/JPH0742694B2/en
Publication of JPS62280411A publication Critical patent/JPS62280411A/en
Publication of JPH0742694B2 publication Critical patent/JPH0742694B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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

Abstract

PURPOSE:To form an improved column exactly set on bearing ground by detecting the position of bearing ground having a fixed strength by a method in which an allowable current value for a revolving motor and a time value to regulate a given strength possessed by a target bearing ground are set up. CONSTITUTION:A current value setter to set up an allowable current value for a revolving motor 5 in operation and a current value comparator to send out signals when detected current value is greater than a set value are provided. Also, a counter to integrate signal-generating time by signals from the comparator, a time value setter to set up time values corresponding to the strength of a target ground in the ground, and a time value comparator to send out stop signal to a driver 6 when the integrated time value is greater than a set time value are provided. The position of bearing ground having a given strength can thus be detected exactly and automatically to enable one to improve it to ground having good and constant quality.

Description

【発明の詳細な説明】 3、発明の詳細な説明 (産業上の利用分野) 本発明は、軟弱地盤内の支持地盤上に改良柱体を形成す
る際に、その改良柱体が確実に一定の支持地盤に着底し
て形成されるように自動制御できる地盤改良機に関する
ものである。
Detailed Description of the Invention 3. Detailed Description of the Invention (Field of Industrial Application) The present invention provides a method for ensuring that the improved column remains constant when forming the improved column on the supporting ground in soft ground. The present invention relates to a soil improvement machine that can be automatically controlled so that the ground is formed by landing on the supporting ground.

(従来技術) 従来の地盤改良機としては、先端に撹拌翼を固定した撹
拌軸をリーダに沿わせて鉛直方向に位買調節し、回転駆
動モータにより撹拌軸を回転駆動させるとともにウィン
チ等の駆II装置によりその撹拌軸を降下させていき、
所定深度まで撹拌貫入した後、浣拌凋によるl!痒とと
もに撹拌軸先端部よりセメント等の改良材の噴射を行い
ながら上記駆動装置により撹拌軸を引上げて、改良柱体
を形成するものが知られている。
(Prior art) Conventional soil improvement machines have a stirring shaft with a stirring blade fixed to the tip that is adjusted in the vertical direction along a leader, and a rotary drive motor drives the stirring shaft and drives a winch, etc. The stirring shaft is lowered using the II device,
After stirring and penetrating to a predetermined depth, l! It is known to form an improved column by pulling up the stirring shaft using the driving device while injecting an improving material such as cement from the tip of the stirring shaft.

この地盤改良機による地盤改良においては、改良柱体に
作用する上載荷重を有効に支持地盤に伝達さぼるために
、改良材を噴出する撹拌軸の先端部を軟弱層の下にある
支持地盤まで確実に貫入させて、その支持地盤に確実に
着底した改良柱体を形成する必要がある。
In soil improvement using this soil improvement machine, in order to effectively transmit the superimposed load acting on the improved column to the supporting ground, the tip of the stirring shaft that spouts the improvement material must reach the supporting ground under the soft layer. It is necessary to form an improved column that is firmly planted on the supporting ground.

このため、地盤改良前の先行ポーリングにより支持地盤
までの深度をあらかじめ確認しておき、その深度を撹拌
軸の貫入深度として用い、複数の改良柱体に対して画一
的に適用して支持地盤への着底とみなす方法、または地
盤の強さと撹拌軸の回転駆動モータの電流値とが比例す
るところから、上記深度を参考にしながら、撹拌軸の貫
入作業中に作業者がその電流値の変化を電流計で監視す
ることにより支持地盤に到達したか否かを判断し、現実
の地盤に応じて個別的に支持地盤への着底を判断する方
法が行なわれていた。
For this reason, the depth to the supporting ground is confirmed in advance by preliminary polling before ground improvement, and this depth is used as the penetration depth of the stirring shaft, and it is uniformly applied to multiple improved pillars to improve the supporting ground. Since the strength of the ground is proportional to the current value of the rotary drive motor of the stirring shaft, the worker can calculate the current value during the penetration work of the stirring shaft while referring to the above depth. The conventional method was to monitor changes with an ammeter to determine whether or not the support ground had been reached, and to determine whether the object had bottomed out on the support ground individually depending on the actual ground.

ところが、軟弱地盤層の下の支持地盤の深度は同じ施工
現場においても一定とは限らないので、例えば第1図に
一点Wi線で示す前記のポーリング結果から求められる
位置を支持地盤面の深度として画一的に用いてその位置
から改良柱体を形成した場合、支持地盤面がさらに深い
部分では軟弱地盤層内に浮いた状態で改良柱体が形成さ
れる結果となり地盤改良の目的を達することができず、
逆に支持地盤面がさらに浅い部分では撹拌軸の先端部が
支持地盤に貫入するために施工能率が低下したり撹拌翼
もしくは回転駆動モータの寿命を縮めたり損傷したりす
るおそれがあった。
However, the depth of the supporting ground under the soft ground layer is not necessarily constant even at the same construction site, so for example, the position determined from the above polling result shown by the single point Wi line in Figure 1 is taken as the depth of the supporting ground surface. If improved pillars are formed from that position by uniform use, in areas where the supporting ground surface is deeper, the improved pillars will be formed floating in the soft ground layer, making it difficult to achieve the purpose of ground improvement. I can't do it,
On the other hand, in areas where the supporting ground surface is shallower, the tip of the stirring shaft penetrates into the supporting ground, which may reduce construction efficiency, shorten the lifespan of the stirring blades or rotary drive motor, or cause damage.

また、作業者が電流値を目視で判断する場合は、電流計
が慣性力により撮れているため電流値を正確に読取るこ
とが難しく、どの電流値をもって撹拌軸の先端部が支持
地盤に着底したかの判断が作業者によって個人差を生じ
、着底したと判断した支持地盤の地盤強さにバラツギが
生じて、地盤改良施工後の地盤に要求される支持強度を
期待できないおそれがあった。
In addition, when workers judge the current value visually, it is difficult to accurately read the current value because the ammeter takes pictures due to inertia, and it is difficult to accurately read the current value at which point the tip of the stirring shaft touches the supporting ground. There were individual differences in the judgment of whether or not the ground had reached the bottom, and there were variations in the ground strength of the supporting ground that was judged to have reached the bottom, and there was a risk that the supporting strength required of the ground after ground improvement work could not be expected. .

さらに、上記の電流計による場合は、その着底の判断の
適否が、地盤改良の品質に直結するとともに機械設備の
損傷を招くおそれがあるため、判断する作業者に過度の
精神的負担を与え施工能率を低下させるおそれがあった
Furthermore, when using the above-mentioned ammeter, the suitability of determining whether or not the bottom has hit the ground is directly connected to the quality of the ground improvement and may cause damage to machinery and equipment, placing an excessive mental burden on the worker making the determination. There was a risk of reducing construction efficiency.

(発明の目的) 本発明は、上記の状況に鑑み、所定の強度を有する支持
地盤位置が確実に、かつ自動的に検出できることにより
、良好で一定した品質の地盤改良が行なえるとともに、
その施工能率を向上できる地盤改良機を提供することを
目的とするものである。
(Objective of the Invention) In view of the above-mentioned circumstances, the present invention is capable of reliably and automatically detecting the supporting ground position having a predetermined strength, thereby making it possible to improve the ground with good and consistent quality.
The purpose of this invention is to provide a ground improvement machine that can improve construction efficiency.

(発明の構成) 本発明は、回転駆動モータにより回転駆動され、駆動装
置により昇降駆動される撹拌軸を有する地盤改良機にお
いて、回転駆動中における回転駆動モータの許容電流値
を設定するための′電流値設定器と、回転駆動中におけ
る回転駆動モータの電流値を検出するための電流値検出
器と、上記電流値の設定値と検出値とを比較して検出値
の方が大きい場合に信号を発する電流値比較回路と、こ
の比較回路からの信号によりその信号発生時間を積算す
るカウンタと、地盤内の目標地盤強さに対応する時間値
を設定するための時間値設定器と、上記カウンタでの積
算時間値と時間値設定器での設定時間値とを比較して積
算時間値が設定時間値より大きいとぎに上記駆動装置に
停止信号を発する時間値比較回路とをそなえて地盤改良
機を構成したものである。
(Structure of the Invention) The present invention provides a method for setting an allowable current value of the rotary drive motor during rotation in a ground improvement machine having a stirring shaft that is rotationally driven by a rotary drive motor and is driven up and down by a drive device. A current value setter and a current value detector for detecting the current value of the rotary drive motor during rotation drive compare the set value of the current value and the detected value and generate a signal when the detected value is larger. A current value comparison circuit that emits a current value, a counter that integrates the signal generation time based on the signal from this comparison circuit, a time value setting device for setting a time value corresponding to a target ground strength in the ground, and the above-mentioned counter. The soil improvement machine is equipped with a time value comparison circuit that compares the accumulated time value at the time value set with the set time value at the time value setter and issues a stop signal to the drive device when the accumulated time value is greater than the set time value. It is composed of

上記構成においては、回転駆動モータの機械的な能力か
ら定まる許容電流値と、目標とする支持地盤の有する所
定の強度を規制するための時間値とを設定しておけば、
撹拌軸の先端部に設けられた撹拌翼が回転しながら支持
地盤と接触することで回転駆動モータに負荷がかかり、
その検出電流値が上記設定電流値を超え、その超えてい
る時間を積算した積算時間値と設定時間値との比較によ
り、一定の強度を有する支持地盤位置が検出でき、これ
により目標とする支持地盤に確実に着底した改良柱体の
形成が容易に行える。
In the above configuration, if the allowable current value determined from the mechanical capacity of the rotary drive motor and the time value for regulating the predetermined strength of the target supporting ground are set,
As the stirring blades installed at the tip of the stirring shaft rotate and come into contact with the supporting ground, a load is applied to the rotary drive motor.
When the detected current value exceeds the set current value, by comparing the cumulative time value of the time exceeding the set time value with the set time value, it is possible to detect the supporting ground position with a certain strength. It is easy to form improved columns that are firmly planted on the ground.

(実施例) 第1図は本発明の実施例である地盤改良機を用いて改良
柱体を形成している状態、第2図は本発明の主要部のブ
ロック図をそれぞれ示すものである。
(Example) Fig. 1 shows a state in which an improved column is formed using a soil improving machine according to an embodiment of the present invention, and Fig. 2 shows a block diagram of the main parts of the present invention.

第1図に示す地盤改良機は、ベースマシン1に対してリ
ーダ2および先端部に撹拌翼3を有する撹拌軸4等を装
着し、この撹拌軸4を回転駆動させる回転駆動モータ5
.同じく昇降部vJさせる駆動装置6等を設け、撹拌@
4の上端に改良材プラント(図示せず)からのホース7
をスイベルジヨイント8を介して連結して基本構成とし
ている。
The soil improvement machine shown in FIG. 1 includes a base machine 1 equipped with a leader 2 and a stirring shaft 4 having stirring blades 3 at its tip, and a rotary drive motor 5 for rotationally driving the stirring shaft 4.
.. Similarly, a drive device 6 etc. to move the elevating section vJ is provided, and stirring @
At the upper end of 4 is a hose 7 from an amendment plant (not shown).
are connected via a swivel joint 8 to form the basic configuration.

そして、第2図に示すように、上記の回転駆動モータ5
の電流値により支持地盤の位置を検出して駆動装置6の
駆動停止制御を行なう支持地盤位置検出装置Aを設けて
いる。
Then, as shown in FIG.
A support ground position detection device A is provided which detects the position of the support ground based on the current value and controls the drive stop of the drive device 6.

この支持地盤位置検出装置へは、回転駆動モータ5の許
容電流値を設定するための′電流値設定器9と、回転駆
動中にお()る回転駆勤王−夕5の電流値検出′P11
0と、設定?tf流値と検出′!電流値を比較して検出
電流値の方が大きい場合にパルス信号を発する電流値比
較回路11と、この比較回路11の信号により時間の積
算を開始するタイムカウンタ12と、目標とする時間値
を設定するための時間値設定器13と、上記タイムカウ
ンタ12での積算時間値と時間値設定器13での設定時
間値とを比較して、積算時間値が設定時間値より大きい
ときに上記駆動袋V!16に停止信号を発する時闇値比
較回路14とをそなえたものである。
This support ground position detection device includes a current value setter 9 for setting the permissible current value of the rotation drive motor 5, and a current value detection unit 9 for the rotation drive motor 5 during rotation drive.
0 and settings? tf flow value and detection'! A current value comparison circuit 11 that compares current values and issues a pulse signal when the detected current value is larger; a time counter 12 that starts integrating time based on the signal from this comparison circuit 11; The time value setter 13 for setting compares the cumulative time value of the time counter 12 with the set time value of the time value setter 13, and when the cumulative time value is greater than the set time value, the driving is performed. Bag V! 16 and a dark value comparison circuit 14 for issuing a stop signal.

ここで、電流値設定器9に設定する許容電流値は、回転
駆動モータ5の機械的な能力により定まる値で、例えば
回転駆動モータ5の100%トルクに対応ゴる電流値で
あり、また電流値比較回路11で発する信号は、検出電
流値が設定°電流値を超えている間のみタイムカウンタ
12をON状態にさけるものである。
Here, the allowable current value set in the current value setting device 9 is a value determined by the mechanical capacity of the rotary drive motor 5, and is, for example, a current value corresponding to 100% torque of the rotary drive motor 5, and a current value that corresponds to 100% torque of the rotary drive motor 5. The signal generated by the value comparison circuit 11 is for keeping the time counter 12 in the ON state only while the detected current value exceeds the set current value.

また、時間値設定器13に設定する時間値は、目標とす
る支持地盤の強度により定められる値であり、また時間
値比較回路14で発する駆1dt6への停止信号は、手
助により駆動装置がυ制御されているときでも優先的に
駆動装置6に作用してその駆動を停止させるものである
The time value set in the time value setter 13 is a value determined by the strength of the target supporting ground, and the stop signal to the drive 1dt6 issued by the time value comparison circuit 14 is determined by the drive unit 1dt6 with assistance. Even when υ control is being performed, it preferentially acts on the drive device 6 to stop its drive.

この地盤改良機を用いて、撹袢嬰3を回転させて軟弱地
盤を撹拌しながら撹拌軸4を貫入させていくと、地盤の
強さによってその撹拌′lA3に作用する回転抵抗が変
化し、それにより回転駆動モータ5に作用する負荷が変
化する。
Using this ground improvement machine, when the stirring shaft 4 is penetrated while stirring the soft ground by rotating the stirring shaft 3, the rotational resistance acting on the stirring 'lA3 changes depending on the strength of the ground. As a result, the load acting on the rotary drive motor 5 changes.

この地盤の強さの変化を回転駆動モータ5に流れる電流
値の変化としてとらえ、この電流値を検出することによ
り相対的に地盤の強さの変化を得ることができ、あらか
じめ設定した電流値と比較させることで所定の地盤の強
さを検出できる。
This change in the strength of the ground is interpreted as a change in the current value flowing through the rotary drive motor 5, and by detecting this current value, it is possible to obtain a relative change in the strength of the ground, and it is possible to compare the current value with the preset current value. By comparing, the strength of a given ground can be detected.

そして、第1図に示すように、軟弱地盤層Sの下にある
堅い支持地! +−1の上面に存在する凹凸の凸部に、
撹拌軸4の先端部に設けられた棒状の撹拌翼3が接触し
て検出電流値が急増して電流値比較回路11で信号が発
せられ、その凸部の一部を撹拌翼3が削り去る時点まで
続き、そののちに隣接する他の撹拌翼3が回転してきて
再びその凸部に接触して信号が発せられる。
And, as shown in Figure 1, there is a hard supporting ground below the soft ground layer S! In the convex part of the unevenness that exists on the upper surface of +-1,
The rod-shaped stirring blade 3 provided at the tip of the stirring shaft 4 comes into contact with the stirring shaft 4, the detected current value increases rapidly, a signal is generated by the current value comparison circuit 11, and the stirring blade 3 scrapes off a part of the protrusion. After that, another adjacent stirring blade 3 rotates and comes into contact with the protrusion again, and a signal is emitted.

この間も撹拌軸4は降下して、上記の接触および信号の
発信が断続的に繰返され、ついには連続的にその信号を
発することになり、形成される改良柱体Pがヒ載荷重を
有効に支持地盤に伝えることができるような所定の強さ
を有する支持地盤の位置に到達する。
During this time, the stirring shaft 4 is also lowered, and the above-mentioned contact and signal transmission are repeated intermittently, and finally the signal is continuously emitted, and the improved column P that is formed effectively handles the applied load. The position of the supporting ground is reached which has a predetermined strength such that it can be transmitted to the supporting ground.

したがって、上記信号が発せられた時間の積算値、すな
わち積算時間値を規制することで、改良柱体Pを着底さ
せる基礎である支持地盤の内でも一定の支持強度を有す
る支持地盤の位置を得ることができる。
Therefore, by regulating the cumulative value of the time during which the above-mentioned signal is emitted, that is, the cumulative time value, the position of the supporting ground that has a certain support strength among the supporting ground that is the foundation on which the improved column P is bottomed can be determined. Obtainable.

そして、積算時間値が設定時間値になれば、撹拌軸4を
降下させていた駆@装は6を自動釣に停止させ、改良材
プラントからホース7、スイベルジヨイント8および撹
拌軸4の内部を通じて泣痒軸先端部の吐出口まで圧送さ
れた改良材を噴射撹拌しながら、撹拌軸4を引上げて改
良柱体Pを形成する作業に移行することになる。
Then, when the cumulative time value reaches the set time value, the drive unit that was lowering the stirring shaft 4 stops the automatic fishing, and connects the hose 7, swivel joint 8, and inside of the stirring shaft 4 from the improved material plant. While spraying and agitating the improving material that has been force-fed to the discharge port at the tip of the itching shaft, the work moves on to forming the improved column P by pulling up the stirring shaft 4.

これにより、実際の支持地盤に応じて、確実に一定の強
さを有する支持地盤に着底させた改良柱体Pを形成する
ことかできる。
Thereby, it is possible to form the improved column P which is reliably planted on the supporting ground having a constant strength depending on the actual supporting ground.

また、本実施例の支持地盤位置検出5A置八では、タイ
ムカウンタ12での時間のKi算を、撹拌翼3の位置、
すなわち深度によって制限する手段を付加している。
In addition, in the support ground position detection 5A of this embodiment, the Ki calculation of the time at the time counter 12 is calculated based on the position of the stirring blade 3,
In other words, a means for limiting based on depth is added.

これは軟弱地盤Sの表面近くの表層部分に堅い地層S′
が存在する場合等に、この堅い地層S′により回転駆動
モータ5の電流値が上がり、タイムカウンタ12で許容
電流値を超えている時間として積算してしまうことを防
ぐために設けられたものである。
This is because the hard ground layer S' is located near the surface of the soft ground S.
This is provided to prevent the current value of the rotary drive motor 5 from increasing due to the hard stratum S' and being integrated by the time counter 12 as a time exceeding the allowable current value, when .

この時間の積算の制限手段は、撹拌軸4の深度を検出す
る深度検出器15と、制限する深度を設定する深度設定
器16と、これら検出深度と設定深度とを比較する深度
比較回路17と、検出深度が設定深度を超えたときに作
動してON状態にする電磁リレー18とより構成され、
この電磁リレーにおける常開接点19を主流値比較回路
11とタイムカウンタ12との間に介在させている。
This time integration limiting means includes a depth detector 15 that detects the depth of the stirring shaft 4, a depth setter 16 that sets the depth to be limited, and a depth comparison circuit 17 that compares the detected depth and the set depth. , an electromagnetic relay 18 that operates and turns on when the detected depth exceeds the set depth,
A normally open contact 19 in this electromagnetic relay is interposed between the mainstream value comparison circuit 11 and the time counter 12.

深度検出器15としては、撹拌軸4の上下昇降運動また
は駆動装置に関係づけて種々適用でき、第1図に示すよ
うに、駆動装置としてウィンチを用いワイヤローブを介
して昇降駆動させる場合は、例えばそのワイヤローブの
上下運動を回転角に変換することにより検出し、パルス
信号もしくはシンクロ信号等を利用してエンコーダで深
度に変換するものが深度検出器として用いられる。
The depth detector 15 can be applied in various ways in relation to the vertical movement of the stirring shaft 4 or to a driving device, and as shown in FIG. A depth detector is used that detects the vertical movement of the wire lobe by converting it into a rotation angle, and converts it into depth using an encoder using a pulse signal or synchro signal.

深度設定器16で設定する深度としては、例えば地表面
から表層の堅い地層S′の影響がなくなる深度を設定す
ればよい。
The depth set by the depth setter 16 may be set, for example, to a depth at which the influence of the hard surface layer S' from the ground surface disappears.

このような制限手段を付加することにより、表層の堅い
地層S′の影響がなくなってから、タイムカウンタ12
で時間の積算を開始することになるので実際の地盤の状
態に応じた支持地盤Hの位置が検出できる。
By adding such a limiting means, the time counter 12
Since time integration is started at , the position of the supporting ground H can be detected according to the actual ground condition.

第2図中20で示す表示手段は、撹拌軸が目標の支持地
盤に到達したことを作業音に知らせる例えば警告ランプ
、警告ブザー等で、同じく21で示す施工記録出力は、
例えば設定電流値、設定時間値や目標の支持地盤に到達
した深度等を改良社体毎に記録するものである。
The display means indicated by 20 in Fig. 2 is a warning lamp, a warning buzzer, etc. that informs the work sound that the stirring shaft has reached the target supporting ground, and the construction record output indicated by 21 is as follows.
For example, the set current value, set time value, and the depth at which the target supporting ground is reached are recorded for each improved social structure.

なお本発明では、地盤の強さの変化を回転駆動モータ5
に流れる電流値の変化としてとらえているが、この電流
値の代りに回転駆動モータ5の消費電力値を用い、その
変化を検出することで地盤の強さの変化を検出すること
もできる。
In addition, in the present invention, changes in the strength of the ground are detected by the rotary drive motor 5.
However, by using the power consumption value of the rotary drive motor 5 instead of this current value and detecting the change, it is also possible to detect a change in the strength of the ground.

(発明の効果) 本発明の地盤改良機によれば、回転駆動モータの機械的
な能力から定まる許容電流値と、支持地盤として目標と
する所定の強度を規制するための時間値とを設定してお
くだけで、一定の強度を有する支持地盤位置が確実にか
つ速やかに、しかち自動的に検出できる。
(Effects of the Invention) According to the ground improvement machine of the present invention, the allowable current value determined from the mechanical capacity of the rotary drive motor and the time value for regulating the target predetermined strength of the supporting ground can be set. By simply setting the support ground position with a certain level of strength, the position of the supporting ground can be reliably, quickly, and automatically detected.

これにより、撹拌軸の着底判断における作業音の精神的
負」を解消でき、その着底判断が早くなるとともに不必
要な支持地盤への貫入がなくなるので施工能率の向上お
よび改良材の消費量減少を図れるうえに、実際の支持地
盤に応じて、確実に一定の強さを有する支持地盤に着底
さぜた改良柱体を形成することができるので、良好で一
定した品質の地盤改良が行なえる。
This eliminates the psychological negative effects of working noise when determining when the stirring shaft hits the bottom, and it also speeds up the determination of when the stirring shaft hits the bottom and eliminates unnecessary penetration into the supporting ground, improving construction efficiency and reducing the consumption of improved materials. In addition to being able to reduce the amount of ground that is being supported, it is also possible to form improved pillars that rest on the supporting ground with a certain level of strength, depending on the actual supporting ground, so that good and consistent quality ground improvement can be achieved. I can do it.

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

第1図は本発明の実施例による施工状態を示す簡略説明
図、第2図は第1図の実施例における本発明の主要部の
ブロック図である。 A・・・支持地盤位置検出装置、S・・・軟弱地盤、ト
ド・・支持地盤、P・・・改良柱体、3・・・撹拌翼、
4・・・撹拌軸、5・・・回転駆動モータ、6・・・駆
@装置、9・・・電流値設定器、10・・・電流値検出
器、11・・・電流値比較回路、12・・・タイムカウ
ンタ、13・・・時間値設定器、14・・・時間値比較
回路。
FIG. 1 is a simplified explanatory diagram showing a construction state according to an embodiment of the present invention, and FIG. 2 is a block diagram of the main parts of the present invention in the embodiment of FIG. A... Support ground position detection device, S... Soft ground, Todo... Support ground, P... Improved column, 3... Stirring blade,
4... Stirring shaft, 5... Rotation drive motor, 6... Drive @ device, 9... Current value setter, 10... Current value detector, 11... Current value comparison circuit, 12... Time counter, 13... Time value setter, 14... Time value comparison circuit.

Claims (1)

【特許請求の範囲】[Claims] 1、回転駆動モータにより回転駆動され、駆動装置によ
り昇降駆動される撹拌軸を有する地盤改良機において、
回転駆動中における回転駆動モータの許容電流値を設定
するための電流値設定器と、回転駆動中における回転駆
動モータの電流値を検出するための電流値検出器と、上
記電流値の設定値と検出値とを比較して検出値の方が大
きい場合に信号を発する電流値比較回路と、この比較回
路からの信号によりその信号発生時間を積算するカウン
タと、地盤内の目標地盤強さに対応する時間値を設定す
るための時間値設定器と、上記カウンタでの積算時間値
と時間値設定器での設定時間値とを比較して積算時間値
が設定時間値より大きいときに上記駆動装置に停止信号
を発する時間値比較回路とをそなえたことを特徴とする
地盤改良機。
1. In a ground improvement machine having a stirring shaft that is rotationally driven by a rotary drive motor and is driven up and down by a drive device,
A current value setter for setting an allowable current value of the rotary drive motor during rotational drive, a current value detector for detecting the current value of the rotary drive motor during rotational drive, and a set value of the above current value. A current value comparison circuit that compares the detected value and issues a signal if the detected value is larger, a counter that adds up the signal generation time using the signal from this comparison circuit, and corresponds to the target ground strength in the ground. A time value setter for setting the time value to be set, compares the cumulative time value of the counter with the set time value of the time value setter, and when the cumulative time value is greater than the set time value, the driving device A ground improvement machine characterized by comprising a time value comparison circuit that issues a stop signal.
JP12174086A 1986-05-27 1986-05-27 Ground improvement method and ground improvement machine Expired - Lifetime JPH0742694B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12174086A JPH0742694B2 (en) 1986-05-27 1986-05-27 Ground improvement method and ground improvement machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12174086A JPH0742694B2 (en) 1986-05-27 1986-05-27 Ground improvement method and ground improvement machine

Publications (2)

Publication Number Publication Date
JPS62280411A true JPS62280411A (en) 1987-12-05
JPH0742694B2 JPH0742694B2 (en) 1995-05-10

Family

ID=14818706

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12174086A Expired - Lifetime JPH0742694B2 (en) 1986-05-27 1986-05-27 Ground improvement method and ground improvement machine

Country Status (1)

Country Link
JP (1) JPH0742694B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11280055A (en) * 1998-03-27 1999-10-12 Kobe Steel Ltd Support ground position detection method in ground improving machine and support ground position detector
JP2018071164A (en) * 2016-10-27 2018-05-10 株式会社大林組 Control method of ground boring drill

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11280055A (en) * 1998-03-27 1999-10-12 Kobe Steel Ltd Support ground position detection method in ground improving machine and support ground position detector
JP2018071164A (en) * 2016-10-27 2018-05-10 株式会社大林組 Control method of ground boring drill

Also Published As

Publication number Publication date
JPH0742694B2 (en) 1995-05-10

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