JPH0742695B2 - Ground improvement method and ground improvement machine - Google Patents

Ground improvement method and ground improvement machine

Info

Publication number
JPH0742695B2
JPH0742695B2 JP12174186A JP12174186A JPH0742695B2 JP H0742695 B2 JPH0742695 B2 JP H0742695B2 JP 12174186 A JP12174186 A JP 12174186A JP 12174186 A JP12174186 A JP 12174186A JP H0742695 B2 JPH0742695 B2 JP H0742695B2
Authority
JP
Japan
Prior art keywords
current value
excess
value
electricity
ground
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
JP12174186A
Other languages
Japanese (ja)
Other versions
JPS62280412A (en
Inventor
正一 渡辺
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 JP12174186A priority Critical patent/JPH0742695B2/en
Publication of JPS62280412A publication Critical patent/JPS62280412A/en
Publication of JPH0742695B2 publication Critical patent/JPH0742695B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime 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、軟弱地盤内の支持地盤上に改良柱体を形成す
る際に、その改良主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方法及び地
盤改良機に関するものである。
DETAILED DESCRIPTION OF THE INVENTION (Industrial field of application) The present invention is such that, when forming an improved columnar body on a support ground in soft ground, the improved body surely bottoms on a certain support ground. The present invention relates to a ground improvement method and a ground improvement machine that can be automatically controlled to be formed.

(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置調節し、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イン
チ等の駆動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、撹拌翼による撹拌とともに
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) As a conventional ground improvement machine, a stirring shaft having a stirring blade fixed to its tip is vertically adjusted along a leader, and the stirring shaft is rotationally driven by a rotary drive motor and a driving device such as a winch. The stirrer shaft is lowered by the stirrer, and after the stirrer has penetrated to a specified depth, the stirrer shaft is pulled up by the drive device while stirring with the stirrer blade and spraying the improving material such as cement from the tip end of the stirrer shaft. What forms the body is known.

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せるため
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 the ground improvement by this ground improvement machine, in order to effectively transfer the overlaid load acting on the improved column to the support ground, the tip of the stirring shaft that ejects the improvement material is surely extended to the support ground below the soft layer. It is necessary to form an improved columnar body that securely penetrates into the supporting ground by penetrating into the ground.

このため、地盤改良前の先行ボ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。
Therefore, the depth to the supporting ground is confirmed in advance by the preceding boring before ground improvement, and the depth is used as the penetration depth of the agitation shaft, and is uniformly applied to multiple improved columns to support the ground. From the method that is regarded as the bottom of the stirrer, or because the strength of the ground and the current value of the rotation drive motor of the stirring shaft are proportional, the worker can check the current value of A method has been used in which it is determined whether or not the ground has reached the supporting ground by monitoring the change with an ammeter, and the bottom of the supporting ground is individually judged according to 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
一点鎖線で示す前記のボ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, since the depth of the supporting ground below the soft ground layer is not always constant even at the same construction site, for example, the position obtained from the boring result indicated by the alternate long and short dash line in Fig. 1 is defined as the depth of the supporting ground surface. When an improved column is formed from that position by using it as a single purpose, the improved column may be formed in a state where it is floating in the soft ground layer in the part where the supporting ground surface is deeper, and the purpose of ground improvement may be achieved. On the contrary, if the supporting ground surface is shallower, the tip of the agitation shaft penetrates into the supporting ground, which may reduce the work efficiency or shorten the life of the agitating blade or the rotary drive motor or damage it. It was

また、作業者が電流値を目視で判断する場合は、電流計
が慣性力により振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キ
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 the operator visually judges the current value, it is difficult to read the current value accurately because the ammeter swings due to inertial force, and at which current value the tip of the stirring shaft reaches the support ground. There is a possibility that the strength required for the ground after the ground improvement work cannot be expected due to the difference in the strength of the supporting ground that was judged to have bottomed out, depending on the individual operator who made the judgment. .

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, in the case of using the ammeter described above, the suitability of the determination of the bottom of the ground directly affects the quality of ground improvement and may cause damage to machinery and equipment, which imposes an excessive mental burden on the operator who makes the determination. There was a risk of reducing the 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方法及び地盤改
良機を提供することを目的とするものである。
(Object of the invention) In view of the above situation, the present invention is capable of reliably and automatically detecting a supporting ground position having a predetermined strength, thereby making it possible to improve the ground with good and constant quality, and to carry out the construction thereof. It is an object of the present invention to provide a ground improvement method and a ground improvement machine that can improve efficiency.

(発明の構成) 本願第1の発明は、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
改良機を用いた地盤改良方法において、回転駆動中にお
ける回転駆動モータの電流値を検出し、当該検出値と予
め設定された回転駆動モータの許容電流値とを比較し、
前記検出値が設定値を超過した場合に信号を発信すると
ともにその超過電流値を求め、前記信号発信時間を積算
して得られた超過時間と上記超過電流値とから超過電気
量を求め、その超過電気量を積算した積算超過電気量が
予め設定した設定電気量より大きい時に上記駆動装置を
停止するものである。
(Structure of the Invention) A first invention of the present application is a ground improvement method using a ground improvement machine having a stirring shaft which is rotationally driven by a rotary drive motor and is vertically driven by a drive device, in which a rotary drive motor during rotational drive is used. Detects the current value, compares the detected value with the preset allowable current value of the rotary drive motor,
When the detected value exceeds a set value, a signal is transmitted and the excess current value is obtained, and the excess electricity amount is obtained from the excess time and the excess current value obtained by integrating the signal transmission time, The drive device is stopped when the accumulated excess electricity amount obtained by integrating the excess electricity amount is larger than a preset set electricity amount.

また、本願第2の発明は、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
較して検出値が設定値を超過する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を受けてその
信号発生時間を計数して超過時間を求める時間計算手段
と、同じく上記比較回路での信号発生時に検出値から設
定値を減じて超過電流値を求める電流値演算器と、この
電流値演算器で求めた超過電流値と上記時間計数手段で
求めた超過時間とから超過電気量を求めるとともにその
超過電気量を積算する電気量演算器と、地盤内の目標地
盤強さに対応する電気量の値を設定するための電気量設
定器と、上記電気量演算器での積算超過電気量と電気量
設定器での設定電気量とを比較して積算超過電気量が設
定電気量より大きいときに上記駆動装置に停止信号を発
する電気量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。
Further, a second invention of the present application is a ground improvement machine having a stirring shaft that is rotationally driven by a rotational drive motor and is driven up and down by a drive device, and a current for setting an allowable current value of the rotational drive motor during rotational drive. A value setter, a current value detector for detecting the current value of the rotary drive motor during rotation drive, and comparing the set value of the current value with the detected value, and when the detected value exceeds the set value, A current value comparison circuit that emits a signal, a time calculation means that receives a signal from this comparison circuit and counts the signal generation time to obtain an excess time, and a set value from the detected value when the signal is generated in the comparison circuit. A current value calculator for subtracting the excess current value, and an excess electricity amount calculated from the excess current value obtained by the current value calculator and the excess time obtained by the time counting means, and the excess electricity amount is integrated. Electric quantity calculator, the electric quantity setter for setting the value of the electric quantity corresponding to the target ground strength in the ground, and the accumulated excess electric quantity and the electric quantity setter in the above electric quantity calculator The ground improvement machine is configured with a quantity-of-electricity comparison circuit that compares the quantity of electricity to be set and issues a stop signal to the drive device when the accumulated quantity of excess electricity is larger than the quantity of electricity to be set.

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電気量の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、その超過
時間と超過電流値とより超過電気量を求め、その超過電
気量を積算した積算超過電気量と上記の設定電気量との
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 value of the amount of electricity for restricting the predetermined strength of the target support ground are set, the stirring shaft As the stirring blade provided at the tip contacts the supporting ground while rotating, a load is applied to the rotary drive motor, the detected current value exceeds the set current value, and the excess time and excess current value By calculating the amount of electricity and comparing the accumulated excess electricity amount by integrating the excess electricity amount with the above set electricity amount, it is possible to detect the support ground position with a certain strength, and thereby reliably land on the target support ground. The improved columnar body can be easily formed.

(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。
(Embodiment) FIG. 1 shows a state in which an improved columnar body is formed by using a ground improvement machine which is an embodiment of the present invention, and FIG. 2 shows a block diagram of a main part 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,
同じく昇降駆動させる駆動装置6等を設け、撹拌軸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
イベルジョイント8を介して連結して基本構成としてい
る。
The ground improvement machine shown in FIG. 1 is equipped with a reader 2 and a stirring shaft 4 having a stirring blade 3 at the tip end of a base machine 1, and a rotary drive motor 5 for rotating the stirring shaft 4.
Similarly, a drive device 6 for raising and lowering is provided, and a hose 7 from an improvement material plant (not shown) is connected to the upper end of the stirring shaft 4 via a swivel joint 8 to form a 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 supporting ground position detecting device A is provided which detects the position of the supporting ground by 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A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
中における回転駆動モータ5の電流値検出器10と、設定
電流値と検出電流値とを比較して検出電流値の方が大き
い場合に信号を発する第一電流値比較回路11と、この比
較回路11の信号によりその信号発生時間を計数して超過
時間を求める時間計数器12と、電流値の検出値から設定
値を減じて超過電流値を求める電流値演算器13、この電
流値演算器13で求めた超過電流値の正・負を判断する第
二電流値比較回路14と、この第二電流値比較回路14で正
のときに入力された超過電流値と時間計数器12で求めた
超過時間とから超過電気量を求めて積算する電気量演算
器15と、目標とする地盤に対応する電気量の値を設定す
るための電気量設定器16と、上記電気量演算器15での積
算超過電気量と電気量設定器16での設定電気量とを比較
して、積算超過電気量が設定電気量より大きいときに上
記駆動装置6に停止信号を発する電気量比較回路17とを
そなえたものである。
This support ground position detecting device A includes a current value setter 9 for setting an allowable current value of the rotary drive motor 5, a current value detector 10 of the rotary drive motor 5 during rotary drive, a set current value and detection. A first current value comparison circuit 11 that compares the current value and issues a signal when the detected current value is larger, and a time counter that counts the signal generation time by the signal of this comparison circuit 11 and obtains the excess time. 12, a current value calculator 13 that calculates the excess current value by subtracting the set value from the detected current value, and a second current value comparison circuit that determines the positive or negative of the excess current value calculated by this current value calculator 13. 14, the electricity amount calculator 15 for obtaining and integrating the excess electricity amount from the excess current value input when the second current value comparison circuit 14 is positive and the excess time obtained by the time counter 12, and the target. And the electric quantity setter 16 for setting the value of the electric quantity corresponding to the ground , The accumulated excess electricity amount in the electricity amount calculator 15 is compared with the set electricity amount in the electricity amount setting device 16, and when the accumulated excess electricity amount is larger than the set electricity amount, a stop signal is sent to the drive device 6. It is provided with a quantity-of-electricity comparison circuit 17 to be emitted.

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%トルクに対応する電流値であ
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発生するものであって
例えば時間の計数を行うことができる周期的パルス等で
ある。
Here, the allowable current value set in the current value setter 9 is a value determined by the mechanical capacity of the rotary drive motor 5, for example, a current value corresponding to 100% torque of the rotary drive motor 5, and the current value The signal generated by the comparison circuit 11 is generated only while the detected current value exceeds the set current value, and is, for example, a periodic pulse capable of counting time.

本実施例では、電流値の比較回路を処理内容に応じて二
つに分けて構成を単純化している。すなわち、電流値の
検出値と設定値との大小を比較して時間の計数のための
信号を発生させる第一比較回路11と、電流値の検出値か
ら設定値を減じた値が正か負かで大小比較して、正のと
き、すなわち検出値が設定値を超過しているときその超
過電流値を電気量演算器15に入力する第二電流値比較回
路14とに分けて設けている。
In the present embodiment, the current value comparison circuit is divided into two according to the processing content to simplify the configuration. That is, the first comparison circuit 11 that generates a signal for counting the time by comparing the detected value of the current value with the set value, and the value obtained by subtracting the set value from the detected value of the current value is positive or negative. In comparison with each other, when positive, that is, when the detected value exceeds the set value, the excess current value is separately provided to the second current value comparison circuit 14 for inputting into the electricity amount calculator 15. .

電気量演算器15では、超過電流値を超過時間毎に乗算し
たものを、時間について積分することにより超過電気量
を求めて、それらを積算している。
The electricity amount calculator 15 obtains the excess electricity amount by integrating the values obtained by multiplying the excess current value for each excess time with respect to time, and integrates them.

また、電気量設定器16に設定する電気量は、目標とする
支持地盤の強度により定められる値であり、また電気量
比較回路17で発する駆動装置6への停止信号は、手動に
より駆動装置が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 electric quantity set in the electric quantity setter 16 is a value determined by the strength of the target supporting ground, and the stop signal to the driving device 6 generated by the electric quantity comparing circuit 17 is manually set by the driving device. Even when it is controlled, it preferentially acts on the drive device 6 to stop its drive.

この地盤改良機を用いて、撹拌翼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翼3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。
When the stirring blade 3 is rotated by using this ground improvement machine to penetrate the stirring shaft 4 while stirring the soft ground, the rotation resistance acting on the stirring blade 3 changes depending on the strength of the ground, and 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。
By grasping this change in the strength of the ground as a change in the value of the current flowing through the rotary drive motor 5 and detecting this current value, it is possible to obtain a relative change in the strength of the ground, and The strength of a predetermined ground can be detected by making a comparison.

そして、第1図に示すように、軟弱地盤層Sの下にある
堅い支持地盤H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
電流値が急増して第一電流値比較回路11で信号が発せら
れて超過時間の計数が行われるとともに超過電流値が演
算され、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することにより検出電流値が急増し
て第一電流値比較回路11で信号が発せられる。
Then, as shown in FIG. 1, the rod-shaped stirring blade 3 provided at the tip of the stirring shaft 4 comes into contact with the convex and concave portions present on the upper surface of the hard supporting ground H below the soft ground layer S. Then, the detected current value suddenly increases, a signal is issued by the first current value comparison circuit 11, the excess time is counted, the excess current value is calculated, and the stirring blade 3 scrapes off a part of the convex portion. Until the time point, another adjoining stirring blade 3 rotates thereafter and comes into contact with the convex portion again, so that the detected current value rapidly increases and the first current value comparison circuit 11 issues a signal.

この間も撹拌軸4は降下して、上記接触および信号の発
信が繰返され、ついには連続的に検出電流値が設定電流
値を超過することになり、形成される改良柱体Pが上載
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。
In the meantime, the stirring shaft 4 descends, the contact and the signal transmission are repeated, and finally the detected current value exceeds the set current value, so that the improved columnar body P to be formed bears the top load. It reaches the position of the supporting ground having a predetermined strength so that it can be effectively transmitted to the supporting ground.

したがって、上記信号が発せられた時間の計数値である
超過時間と超過電流値とから求められる超過電気量を検
出することで、撹拌翼3が支持地盤と一時的に接触した
り連続的に接触したりする態様をすべて含めて総合的に
管理でき、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確実
に得ることができる。
Therefore, by detecting the excess electricity amount obtained from the excess time and the excess current value, which are the count values of the time when the signal is issued, the agitating blade 3 makes temporary contact or continuous contact with the supporting ground. It is possible to manage comprehensively including all the manners of doing so, and it is possible to surely obtain the position of the supporting ground having a constant supporting strength even in the supporting ground which is the foundation on which the improved columnar body P bottoms.

すなわち、設定電流値における回転駆動モータ5の能力
を超過する負荷が作用したときの回転駆動モータ5の消
費電力量と上記超過電気量とが比例することから、撹拌
翼3が支持地盤と様々の態様で接触するのに影響され
ず、所定の支持強度を有する支持地盤の位置を総合的に
判断することができる。
That is, since the power consumption of the rotary drive motor 5 when a load exceeding the capacity of the rotary drive motor 5 at the set current value acts and the excess electricity amount are proportional to each other, the stirring blade 3 is different from the support ground. It is possible to comprehensively determine the position of the supporting ground having a predetermined supporting strength without being affected by the contact in a mode.

そして、積算超過電気量が設定電気量になれば、撹拌軸
4を降下させていた駆動装置6を自動的に停止させ、改
良材プラントからホース7,スイベルジョイント8および
撹拌軸4の内部を通じて撹拌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。
When the accumulated excess electricity amount reaches the set electricity amount, the drive device 6 that has lowered the stirring shaft 4 is automatically stopped, and stirring is performed from the improvement material plant through the hose 7, the swivel joint 8 and the stirring shaft 4. While the injection of the improving material pumped to the discharge port at the tip of the shaft is performed, the stirring shaft 4 is pulled up and the improved columnar body P is formed.

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
ことができる。
As a result, it is possible to form the improved columnar body P that is surely bottomed on the supporting ground having a certain strength according to the actual supporting ground.

また、本実施例の支持地盤位置検出装置Aでは、検出電
流値が設定電流値を越えたときの超過電気量の積算を、
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 detecting device A of the present embodiment, the integration of the excess electricity amount when the detected current value exceeds the set current value is
A means for limiting the position of the stirring blade 3, that is, the 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、電気量演算器15で所定の支
持地盤と接触することにより生じた超過電気量として積
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 a hard formation S'on the surface layer near the surface of the soft ground S.
When there is an electric field, the current value of the rotary drive motor 5 rises due to the hard formation S ′, and the electric quantity calculator 15 integrates it as an excess electric quantity caused by contact with a predetermined supporting ground. It is provided to prevent it.

この超過電気量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18と、制限する深度を設定する深度
設定器19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20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21とより構成され、この
電磁リレーにおける常開接点22を第一電流値比較回路11
と時間計数器12との間に介在させている。
The means for limiting the integration of the excess electricity amount includes a depth detector 18 that detects the depth of the stirring shaft 4, a depth setter 19 that sets the limited depth, and a depth comparison circuit that compares the detected depth and the set depth. 20 and an electromagnetic relay 21 that is activated when the detection depth exceeds a set depth and turns on.The normally open contact 22 of this electromagnetic relay is connected to the first current value comparison circuit 11
And the time counter 12 are interposed.

深度検出器18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、駆動装置としてウインチを用いワイヤロープを介し
て昇降駆動させる場合は、例えばそのワイヤロープの上
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 18 can be variously applied in association with the vertical ascending / descending movement of the stirring shaft 4 or a driving device. As shown in FIG. 1, when a winch is used as a driving device and is driven up and down via a wire rope, For example, a depth detector is used that detects the vertical movement of the wire rope by converting it into a rotation angle and converts it into depth by an encoder using a pulse signal or a synchro signal.

深度設定器19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。
As the depth set by the depth setting device 19, for example, a depth at which the influence of the hard stratum S'of the surface layer from the ground surface is eliminated may be set.

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、時間計数器12で時間
の計数を開始して電気量演算器15で超過電気量を積算す
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 limiting means, after the influence of the hard stratum S'of the surface layer disappears, the time counter 12 starts counting the time and the electricity amount calculator 15 integrates the excess electricity amount. Therefore, the position of the supporting ground H according to the actual ground condition can be detected.

第2図中23で示す表示手段は、撹拌軸4が目標の支持地
盤に到達したことを作業者に知らせる例えば警告ラン
プ,警告ブザー等で、同じく24で示す施工記録出力は、
例えば設定電流値,設定電気量や目標の支持地盤に到達
した深度等を改良柱体毎に記録するものである。
The display means indicated by 23 in FIG. 2 is, for example, a warning lamp, a warning buzzer or the like for informing the operator that the stirring shaft 4 has reached the target supporting ground, and the construction record output also indicated by 24 is
For example, the set current value, the set amount of electricity, the depth reaching the target support ground, and the like are recorded for each improved column.

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
値の変化の代りに直接的に回転駆動モータ5の消費電力
値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 the present invention, the change in the strength of the ground is controlled by the rotary drive motor 5
Although it is regarded as a change in the value of the current flowing through, the change in the ground strength can be detected by directly detecting the change in the power consumption value of the rotary drive motor 5 instead of the change in the current value. .

(発明の効果) 本発明の地盤改良方法及び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電気
量の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、しかも自動的に検出
できる。
(Effects of the Invention) According to the ground improvement method and the ground improvement machine of the present invention, the allowable current value determined by the mechanical capacity of the rotary drive motor and the amount of electricity for restricting the predetermined strength targeted as the support ground. By simply setting the values of and, it is possible to reliably, promptly, and automatically detect a supporting ground position having a certain strength.

これにより、撹拌軸の着底判断における作業者の精神的
負担を解消でき、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
させ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。
As a result, the mental burden on the operator in determining the bottom of the agitation shaft can be eliminated, the bottom determination can be made faster, and unnecessary penetration into the supporting ground is eliminated, improving the construction efficiency and reducing the consumption of improved materials. In addition, it is possible to form an improved columnar bottomed on a supporting ground that has a certain level of strength, depending on the actual supporting ground, so it is possible to improve the ground with good and constant quality. .

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

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、H…支持地
盤、P…改良柱体、3…攪拌翼、4…撹拌軸、5…回転
駆動モータ、6…駆動装置、9…電流値設定器、10…電
流値検出器、11,14…電流値比較回路、12…時間計数
器、13…電流値演算器、15…電気量演算器、16…電気量
設定器、17…電気量比較回路。
FIG. 1 is a simplified explanatory view showing a construction state according to an embodiment of the present invention, and FIG. 2 is a block diagram of a main part of the present invention in the embodiment of FIG. A ... Support ground position detection device, S ... Soft ground, H ... Support ground, P ... Improved column, 3 ... Stirring blade, 4 ... Stirring shaft, 5 ... Rotation drive motor, 6 ... Drive device, 9 ... Current value setting Unit, 10 ... Current value detector, 11, 14 ... Current value comparison circuit, 12 ... Time counter, 13 ... Current value calculator, 15 ... Electric quantity calculator, 16 ... Electric quantity setter, 17 ... Electric quantity comparison circuit.

Claims (2)

【特許請求の範囲】[Claims] 【請求項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を
用いた地盤改良方法において、回転駆動中における回転
駆動モータの電流値を検出し、当該検出値と予め設定さ
れた回転駆動モータの許容電流値とを比較し、前記検出
値が設定値を超過した場合に信号を発信するとともにそ
の超過電流値を求め、前記信号発信時間を積算して得ら
れた超過時間と上記超過電流値とから超過電気量を求
め、その超過電気量を積算した積算超過電気量が予め設
定した設定電気量より大きい時に上記駆動装置を停止す
ることを特徴とする地盤改良方法。
1. A ground improvement method using a ground improvement machine having a stirring shaft which is rotationally driven by a rotary drive motor and is vertically moved by a drive device, wherein a current value of the rotary drive motor during rotary drive is detected, The detected value is compared with a preset allowable current value of the rotary drive motor, and when the detected value exceeds the set value, a signal is transmitted and the excess current value is obtained, and the signal transmission time is integrated. An excess electricity amount is obtained from the obtained excess time and the excess current value, and the drive device is stopped when the accumulated excess electricity amount obtained by integrating the excess electricity amount is larger than a preset set electricity amount. Ground improvement method.
【請求項2】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
が設定値を超過する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を受けてその信号発生時間
を計数して超過時間を求める時間計数手段と、同じく上
記比較回路での信号発生時に検出値から設定値を減じて
超過電流値を求める電流値演算器と、この電流値演算器
で求めた超過電流値と上記時間計数手段で求めた超過時
間とから超過電気量を求めるとともにその超過電気量を
積算する電気量演算器と、地盤内の目標地盤強さに対応
する電気量の値を設定するための電気量設定器と、上記
電気量演算器での積算超過電気量と電気量設定器での設
定電気量とを比較して積算超過電気量が設定電気量より
大きいときに上記駆動装置に停止信号を発する電気量比
較回路とをそなえたことを特徴とする地盤改良機。
2. A ground improvement machine having a stirring shaft which is rotationally driven by a rotational drive motor and is vertically moved by a drive device, and a current value setting device for setting an allowable current value of the rotational drive motor during rotational drive. , A current value detector for detecting the current value of the rotary drive motor during rotary drive, and a current that gives a signal when the detected value exceeds the set value by comparing the set value of the current value with the detected value. A value comparison circuit, time counting means for receiving a signal from the comparison circuit and counting the signal generation time to obtain the excess time, and similarly, when the signal is generated in the comparison circuit, the set value is subtracted from the detected value to determine the excess current. A current value calculator for obtaining a value, and an electric quantity operation for calculating an excess electricity quantity from the excess current value obtained by this current value calculator and the excess time obtained by the time counting means and integrating the excess electricity quantity. And a quantity of electricity setting device for setting the value of the quantity of electricity corresponding to the target ground strength in the ground, and the accumulated excess quantity of electricity in the quantity of electricity calculator and the quantity of electricity set in the quantity of electricity setter. The ground improvement machine according to claim 1, further comprising: an electricity quantity comparison circuit that issues a stop signal to the drive device when the accumulated excess electricity quantity is larger than the set electricity quantity.
JP12174186A 1986-05-27 1986-05-27 Ground improvement method and ground improvement machine Expired - Lifetime JPH0742695B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12174186A JPH0742695B2 (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
JP12174186A JPH0742695B2 (en) 1986-05-27 1986-05-27 Ground improvement method and ground improvement machine

Publications (2)

Publication Number Publication Date
JPS62280412A JPS62280412A (en) 1987-12-05
JPH0742695B2 true JPH0742695B2 (en) 1995-05-10

Family

ID=14818729

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12174186A Expired - Lifetime JPH0742695B2 (en) 1986-05-27 1986-05-27 Ground improvement method and ground improvement machine

Country Status (1)

Country Link
JP (1) JPH0742695B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
JP5069817B2 (en) * 2008-09-12 2012-11-07 株式会社新生工務 Ground improvement method and ground improvement device

Also Published As

Publication number Publication date
JPS62280412A (en) 1987-12-05

Similar Documents

Publication Publication Date Title
EP2468960B1 (en) Ground drilling method and apparatus.
CN106592679A (en) Forklift bucket teeth falling-off early warning device and method
JP3437108B2 (en) Management method of ground improvement method and management device of ground improvement machine
JPH0742695B2 (en) Ground improvement method and ground improvement machine
JP3583307B2 (en) Construction management system in ground improvement method
KR20060051500A (en) An excavator for caisson
JP4558456B2 (en) Caisson structure
JP3675164B2 (en) Support ground position detection method and support ground position detection device for ground improvement machine
JPH0742694B2 (en) Ground improvement method and ground improvement machine
JPH0674637U (en) Pile support layer detector
CA2040172C (en) Stock-rod system for determining the burden level in a shaft furnace
JP2001336142A (en) Executed condition control method for ground improvement and executed condition control system
JP2001336143A (en) Executed condition control method for ground improvement and executed condition control system
JP3753240B2 (en) Management method for ground improvement method and management device for ground improvement machine
JPS62280410A (en) Ground improver
JPS6367319A (en) Hardness index gauge
JP3788728B2 (en) Device that displays the construction status of the ground improvement method
JP3002075B2 (en) Excavator rope replacement alarm
JPH0320392Y2 (en)
CN205822198U (en) Cast-in-place concrete pile perfusion controls device
CN212896513U (en) Hole bottom sediment thickness measuring device after secondary hole cleaning during cast-in-place pile construction
CN114855749B (en) Pressure-based mixing pile soil layer identification method
CA3201562C (en) Systems, methods, and apparatuses for identifying groundwater during rock drill cutting
CN217500349U (en) Foundation ditch horizontal displacement automatic monitoring device
JP2022115265A (en) Cycle time management system of hole drilling or improvement body construction