JP6926441B2 - Ground drilling drill control method - Google Patents

Ground drilling drill control method Download PDF

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JP6926441B2
JP6926441B2 JP2016211111A JP2016211111A JP6926441B2 JP 6926441 B2 JP6926441 B2 JP 6926441B2 JP 2016211111 A JP2016211111 A JP 2016211111A JP 2016211111 A JP2016211111 A JP 2016211111A JP 6926441 B2 JP6926441 B2 JP 6926441B2
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拓雄 森
拓雄 森
暁 土井
暁 土井
黒岩 正夫
正夫 黒岩
政宏 嶽本
政宏 嶽本
孝義 沼崎
孝義 沼崎
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Obayashi Corp
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Description

本発明は、電動機により回転するドリル刃体を備える地盤削孔ドリルを用いて地盤を削孔する際の、地盤削孔ドリルの制御方法に関する。 The present invention relates to a method for controlling a ground drilling drill when drilling the ground using a ground drilling drill provided with a drill blade that is rotated by an electric motor.

従来より、コンクリート構造物を穿孔する場合において、コンクリート内に配設されている鉄筋等の埋設物を損傷させることのないよう、ビットが埋設物に接触するとビットの回転および推進を停止させる穿孔装置や穿孔に係る制御方法が検討されている。 Conventionally, when drilling a concrete structure, a drilling device that stops the rotation and propulsion of the bit when the bit comes into contact with the buried object so as not to damage the buried object such as reinforcing bars arranged in the concrete. Control methods related to drilling and drilling are being studied.

例えば、特許文献1には、穿孔装置に先端を平面に形成した砥石ビットを採用し、当該砥石ビットにてコンクリートを穿孔することにより、先端が平面よりなる砥石ビットでは容易に穿孔することのできない鉄筋や配管等の埋設物に砥石ビットが接触した際の、推進速度や回転数の変化を捉え、穿孔作業の続行または停止を判断する方法が開示されている。 For example, Patent Document 1 employs a grindstone bit having a flat tip formed in a drilling device, and by drilling concrete with the grindstone bit, it is not possible to easily drill with a grindstone bit having a flat tip. A method of determining whether to continue or stop the drilling work by capturing changes in the propulsion speed and the number of rotations when the grindstone bit comes into contact with a buried object such as a reinforcing bar or a pipe is disclosed.

上記の方法は、穿孔対象がコンクリートのような、硬度が一様でかつ先端が平面よりなる砥石ビットに削孔できる材料である場合に有効な方法である。しかし、削孔対象が地盤である場合には、砥石ビットにて地盤を掘進することは難しく、また、土質性状が深さ方向に一様ではないことから、ガス管や水道管等の埋設物と周辺地盤とを推進速度や回転数の変化から判別することも困難である。このため、特許文献1のような、コンクリートを穿孔する穿孔装置を転用して使用することはできない。 The above method is an effective method when the drilling target is a material such as concrete that can be drilled in a grindstone bit having a uniform hardness and a flat tip. However, when the target of drilling is the ground, it is difficult to dig the ground with a grindstone bit, and the soil properties are not uniform in the depth direction, so buried objects such as gas pipes and water pipes. It is also difficult to distinguish between and the surrounding ground from changes in propulsion speed and rotation speed. Therefore, it is not possible to divert and use a drilling device for drilling concrete as in Patent Document 1.

このような中、例えば特許文献2には、地中を回転掘進する機械式掘削手段の油圧モーターにトルクリミッターを設け、地盤を掘削中の機械式掘削手段が地中の埋設物に当接して過大な負荷がかかった場合に、トルクリミッターが油圧モーターとの接続を自動的に切断し、機械式掘削手段の回転を停止させる方法が開示されている。 Under such circumstances, for example, in Patent Document 2, a torque limiter is provided in a hydraulic motor of a mechanical excavation means for rotary excavation in the ground, and the mechanical excavation means for excavating the ground comes into contact with a buried object in the ground. A method is disclosed in which a torque limiter automatically disconnects from a hydraulic motor to stop the rotation of a mechanical excavation means when an excessive load is applied.

特開2007−69568号公報Japanese Unexamined Patent Publication No. 2007-69568 特開平5−311966号公報Japanese Unexamined Patent Publication No. 5-311966

特許文献2の方法は、地中埋設物が周辺地盤と比較して硬質な材料よりなり、機械式掘削手段の回転に過大な負荷を生じさせる場合に有効である。しかし、埋設物が、例えば塩ビ管や電気ケーブル等、周辺地盤と比較して軟質な材料よりなる場合には、負荷は軽減されることからトルクリミッターは作動しない、このため、機械式掘削手段は停止せず、そのまま掘進して埋設物を破損させることとなる。 The method of Patent Document 2 is effective when the underground buried object is made of a hard material as compared with the surrounding ground and causes an excessive load on the rotation of the mechanical excavation means. However, if the buried object is made of a material that is softer than the surrounding ground, such as PVC pipes and electric cables, the torque limiter will not operate because the load will be reduced. It will not stop, but will continue to dig and damage the buried object.

本発明は、かかる課題に鑑みなされたものであって、その主な目的は、削孔対象地盤の土質性状や埋設物の種類に制約を受けることなく、地中削孔時にドリル刃体が異物に接触したことを的確に検知し、地盤削孔ドリルの作動を停止させることの可能な、地盤削孔ドリルの制御方法を提供することである。 The present invention has been made in view of such a problem, and a main object thereof is that the drill blade has a foreign matter during drilling in the ground without being restricted by the soil properties of the ground to be drilled and the type of buried object. It is to provide a control method of the ground drilling drill capable of accurately detecting the contact with the ground drilling drill and stopping the operation of the ground drilling drill.

かかる目的を達成するため本発明の地盤削孔ドリルの制御方法は、電動機により回転するドリル刃体を備える地盤削孔ドリルにて地中を削孔しながら、前記電動機に供給される電流の実測値を連続的に測定しつつ、該電流の最新実測値と管理基準値とを比較し、該管理基準値と前記最新実測値との差の絶対値が、あらかじめ設定した最大許容量を超えた場合に、地盤削孔ドリルの作動を停止させる地盤削孔ドリルの制御方法であって、前記管理基準値は、前記電動機の作動直後から前記最新実測値の直前までの間のうち、所望の期間に測定した前記実測値の平均値であることを特徴とする。また、削孔対象領域の地盤条件に基づいて選定した期間に測定した前記実測値の平均値を、前記管理基準値とすることを特徴とする。 In order to achieve such an object, the control method of the ground drilling drill of the present invention is to actually measure the current supplied to the electric motor while drilling the ground with a ground drilling drill provided with a drill blade rotated by an electric motor. While continuously measuring the values, the latest measured value of the current and the control reference value were compared, and the absolute value of the difference between the control reference value and the latest actually measured value exceeded the preset maximum allowable amount. In this case, it is a control method of the ground drilling drill that stops the operation of the ground drilling drill, and the control reference value is a desired period from immediately after the operation of the motor to immediately before the latest measured value. It is characterized in that it is an average value of the measured values measured in 1. Another feature is that the average value of the measured values measured during the period selected based on the ground conditions of the drilling target area is used as the control reference value.

上述する本発明の地盤削孔ドリルの制御方法によれば、地盤を掘進するドリル刃体に作用する負荷が、何らかの要因により増加もしくは軽減し、これら負荷の変化に起因してトルクが経時的に増加もしくは軽減する様子を、電流の実測値を連続的に測定し経時変化を観測することによって捉えることができる。 According to the above-described control method for the ground drilling drill of the present invention, the load acting on the drill blade for digging the ground increases or decreases for some reason, and the torque increases over time due to the change in these loads. The state of increase or decrease can be grasped by continuously measuring the measured value of the current and observing the change with time.

したがって、電流の管理基準値と最新実測値とを比較し、両者の差の絶対値の大きさを、最大許容量にて評価することにより、周辺地盤の土質性状によることなく、ドリル刃体に地盤以外の何らかの異物が接触したことを的確に検知し、地盤削孔ドリルの作動を停止することが可能となる。 Therefore, by comparing the current control reference value and the latest measured value and evaluating the absolute value of the difference between the two with the maximum allowable amount, the drill blade can be used regardless of the soil properties of the surrounding ground. It is possible to accurately detect that some foreign matter other than the ground has come into contact and stop the operation of the ground drilling drill.

これにより、地盤削孔が進むことに伴い、ドリル刃体と地盤との間のフリクションが徐々に増大してドリル刃体に作用する負荷がに大きくなっても、これら経時変化を、電流の実測値を連続的に測定することにより把握することができる。このため、地盤とのフリクションに起因して、電流の実測値が過大な数値となった場合にも、ドリル刃体に地盤以外の何らかの異物が接触したものと誤って判断することはない。 As a result, as the drilling of the ground progresses, the friction between the drill blade and the ground gradually increases, and even if the load acting on the drill blade increases, these changes over time are measured by measuring the current. It can be grasped by continuously measuring the value. Therefore, even if the measured value of the current becomes an excessive value due to friction with the ground, it is not erroneously determined that some foreign matter other than the ground has come into contact with the drill bit.

したがって、例えば、有害物質を使用している工場や施設を建替えに伴い、敷地内の土壌汚染調査等を実施するべく調査孔を掘削する場合に、敷地内に埋設されている供用中のライフライン設備が柔軟性のある電線ケーブルや硬質性の高い下水管等、いずれの種類の埋設物であっても、また、いずれの深度に配設されていても、的確に検知して誤って損傷させることなく、安全に地盤の削孔作業を実施することが可能となる。 Therefore, for example, when a factory or facility that uses harmful substances is rebuilt and a survey hole is excavated to carry out a soil contamination survey on the site, the life buried in the site is in service. Regardless of the type of buried object, such as a flexible electric wire cable or a highly rigid sewer pipe, or the depth of the line equipment, it will be accurately detected and accidentally damaged. It is possible to safely carry out the drilling work of the ground without causing it.

また、削孔対象領域の地盤条件や敷地条件等を考慮して、前記電動機の作動直後から最新実測値の直前までの間のうち、最新実測値と管理基準値との差を、精度よく抽出できる期間を適宜選択することにより、地盤中の異物を的確に検出することが可能となる。
In addition, in consideration of the ground conditions and site conditions of the area to be drilled, the difference between the latest measured value and the control standard value is accurately extracted from immediately after the operation of the motor to immediately before the latest measured value. By appropriately selecting the period during which it is possible, it becomes possible to accurately detect foreign substances in the ground.

本発明によれば、電流の実測値を連続的に測定し経時変化を観測することにより、削孔対象地盤の土質性状や埋設物の種類に制約を受けることなく、地中削孔時にドリル刃体が異物に接触したことを的確に検知し、地盤削孔ドリルの作動を停止させることが可能となる。 According to the present invention, by continuously measuring the measured value of the electric current and observing the change with time, the drill blade is used during underground drilling without being restricted by the soil properties of the ground to be drilled and the type of buried object. It is possible to accurately detect that the body has come into contact with a foreign object and stop the operation of the ground drilling drill.

本発明の地盤削孔ドリルの制御方法で最小する地盤削孔ドリルの概略を示す図である。It is a figure which shows the outline of the ground drilling drill which minimizes by the control method of the ground drilling drill of this invention. 本発明の砂を充填した供試体A内を地盤削孔ドリル1にて削孔した際のグラフを示す図である。It is a figure which shows the graph when the inside of the specimen A filled with sand of this invention is drilled by the ground drilling drill 1. 本発明のセメント系固化体砂を充填した供試体B内を地盤削孔ドリル1にて削孔した際のグラフを示す図である。It is a figure which shows the graph when the inside of the specimen B filled with the cement-based solidified body sand of this invention is drilled by the ground drilling drill 1. 本発明の礫とセメント系固化体を充填した供試体C内を地盤削孔ドリル1にて削孔した際のグラフを示す図である。It is a figure which shows the graph when the inside of the specimen C filled with the gravel and the cement-based solidified body of this invention is drilled by the ground drilling drill 1.

本発明の地盤削孔ドリルの制御方法は、電動機により回転するドリル刃体を備える地盤削孔ドリルを用いて地中を削孔する際に好適な方法であり、地中削孔時の電流の変化から、ドリル刃体が異物に接触したことを検知し、地盤削孔ドリルの作動を停止させる方法である。以下に、図1〜図4を参照しつつ、地盤削孔ドリルの制御方法を詳述する。 The method for controlling a ground drilling drill of the present invention is a method suitable for drilling in the ground using a ground drilling drill provided with a drill blade that is rotated by an electric motor, and is a method suitable for drilling in the ground. This is a method of stopping the operation of the ground drilling drill by detecting that the drill blade has come into contact with a foreign object from the change. The control method of the ground drilling drill will be described in detail below with reference to FIGS. 1 to 4.

図1で示すように、地盤削孔ドリル1は、地中を削孔するドリル刃体2と、ドリル刃体2を回転するための駆動源である電動機3と、電流測定機器4とを備えている。 As shown in FIG. 1, the ground drilling drill 1 includes a drill blade 2 for drilling underground, an electric motor 3 as a drive source for rotating the drill blade 2, and a current measuring device 4. ing.

ドリル刃体2は、地盤に貫入しやすいよう鋭角に形成された先端部21と、先端部21から基端部22にかけて周面にスパイラル刃が設けられた本体部23とを備えており、基端22に電流測定機器4を介して電動機3が連結されている。 The drill bit body 2 includes a tip portion 21 formed at an acute angle so as to easily penetrate into the ground, and a main body portion 23 provided with a spiral blade on the peripheral surface from the tip portion 21 to the base end portion 22. The electric motor 3 is connected to the end 22 via the current measuring device 4.

電動機3は、一般に小型の地盤掘削機等に搭載されている、いわゆる電気モーターであり、ドリル刃体2に回転力を伝達してドリル刃体2を回転させることが可能なものであれば、電磁式モーター等いずれを採用してもよい。 The electric motor 3 is a so-called electric motor generally mounted on a small ground excavator or the like, as long as it can transmit a rotational force to the drill blade 2 to rotate the drill blade 2. Any of the electromagnetic motors and the like may be adopted.

電流測定機器4は、少なくとも電動機3に供給される電流を測定可能な機器であれば、電流計や電力測定器等、いずれを採用してもよい。 As the current measuring device 4, any device such as an ammeter or a power measuring device may be adopted as long as it is a device capable of measuring at least the current supplied to the motor 3.

また、地盤削孔ドリル1は、上記のドリル刃体2と電動機3と電流測定機器4とを上下動自在に支持する昇降装置5を備えている。昇降装置5は、鉛直状に立設されるガイド支柱51と、ガイド支柱51の側面に設置されたラック52と、ラック52と噛み合うピニオン(図示せず)を内装した昇降具53とを備えており、昇降具53には、ガイド支柱51に沿って昇降具53を上下移動可能な手動ハンドル54が設置されている。 Further, the ground drilling drill 1 includes an elevating device 5 that movably supports the above-mentioned drill blade 2, the electric motor 3, and the current measuring device 4. The elevating device 5 includes a guide column 51 that is vertically erected, a rack 52 that is installed on the side surface of the guide column 51, and an elevating tool 53 that has a pinion (not shown) that meshes with the rack 52. The elevating device 53 is provided with a manual handle 54 capable of moving the elevating device 53 up and down along the guide column 51.

そして、昇降具53と電流測定機器4が、接続治具55を介して接続されることで、ドリル刃体2は、先端部21を地盤に向けて鉛直状に立設した姿勢で、ガイド支柱51に沿って上下動自在な構成に形成されている。 Then, the lifting tool 53 and the current measuring device 4 are connected to each other via the connecting jig 55, so that the drill bit body 2 is in a posture in which the tip portion 21 is vertically erected toward the ground and is a guide support. It is formed so as to be movable up and down along 51.

これにより、ドリル刃体2の先端部21を地盤に当接させて、電動機3によりドリル刃体2を回転させると、ドリル刃体2の自重や電動機3の重量等を反力にして、ドリル刃体2が地中を回転掘進する。このとき、回転掘進により生じる掘削土は、本体部23に設けられたスパイラル刃を介して上昇し、地盤上に排土される。これにより、掘削水や圧縮空気等を用いることなく、地中に掘削孔Hを形成できる。 As a result, when the tip 21 of the drill blade 2 is brought into contact with the ground and the drill blade 2 is rotated by the electric motor 3, the weight of the drill blade 2 and the weight of the electric motor 3 are used as reaction forces to make the drill. The blade 2 makes a rotary drill in the ground. At this time, the excavated soil generated by the rotary excavation rises through the spiral blade provided in the main body 23 and is discharged onto the ground. As a result, the excavation hole H can be formed in the ground without using excavation water, compressed air, or the like.

ところで、電動機3のトルクを把握したい場合には、電流を測定すればよいことが一般に広く知られている。したがって、地盤削孔ドリル1にて地盤を削孔しながら電流の実測値を連続的に測定し経時変化を観測すれば、ドリル刃体2に作用する負荷が様々な条件で増大または軽減することに伴って、トルクが経時的に増加や減少を繰り返す様子を把握することが可能である。 By the way, it is generally widely known that when it is desired to grasp the torque of the motor 3, the current should be measured. Therefore, if the measured value of the current is continuously measured and the change with time is observed while drilling the ground with the ground drilling drill 1, the load acting on the drill blade 2 can be increased or reduced under various conditions. As a result, it is possible to grasp how the torque repeatedly increases and decreases over time.

そして、地盤削孔ドリル1において、電流が緩やかに増加もしくは減少した後一定となる場合には、地盤削孔が進んだことによってドリル刃体2に接触する土質性状が変化することに起因して、ドリル刃体2に作用する負荷が変化したものと想定できる。一方、電流が急激に増加もしくは減少した場合には、ドリル刃体2の先端部21に対して、周辺地盤より硬質もしくは軟質な異物Pが当接することに起因して、ドリル刃体2に作用する負荷が変化したものと想定できる。 Then, in the ground drilling drill 1, when the current becomes constant after gradually increasing or decreasing, it is caused by the fact that the soil properties in contact with the drill blade 2 change due to the progress of the ground drilling. , It can be assumed that the load acting on the drill blade 2 has changed. On the other hand, when the current suddenly increases or decreases, it acts on the drill blade 2 due to the foreign matter P, which is harder or softer than the surrounding ground, coming into contact with the tip 21 of the drill blade 2. It can be assumed that the load to be applied has changed.

そこで、本実施の形態では、地盤削孔ドリル1の制御方法として、地盤削孔ドリル1にて地中を削孔しながら電流の実測値を電流測定機器4により連続して測定し、電流の経時変化を観測する。これと並行して、最新実測値が測定されるごとに、電動機3の作動直後から電流の最新実測値の直前までの間のうち、所望の期間に測定した実測値の平均値を逐次算出し、これを管理基準値として更新設定する。 Therefore, in the present embodiment, as a control method of the ground drilling drill 1, the measured value of the current is continuously measured by the current measuring device 4 while drilling the ground with the ground drilling drill 1, and the current is measured. Observe changes over time. In parallel with this, each time the latest measured value is measured, the average value of the measured values measured during the desired period from immediately after the operation of the motor 3 to immediately before the latest measured value of the current is sequentially calculated. , Update and set this as the management reference value.

また、管理基準値の変化にかかわらず、管理基準値と最新実測値との差の最大許容量をあらかじめ決定しておく。そのうえで、最新実測値を測定するごとに最新実測値と管理基準値とを比較し、その差の絶対値が最大許容量を超えた場合に、ドリル刃体2の先端部21が異物Pに当接したものと判断し、地盤削孔ドリルの作動を停止させる。 In addition, regardless of changes in the control reference value, the maximum permissible amount of difference between the control reference value and the latest measured value is determined in advance. Then, each time the latest measured value is measured, the latest measured value and the control reference value are compared, and when the absolute value of the difference exceeds the maximum allowable amount, the tip portion 21 of the drill blade 2 hits the foreign matter P. It is judged that they are in contact with each other, and the operation of the ground drilling drill is stopped.

なお、最大許容量は、いずれの手段により決定してもよい。また、管理基準値を算定するべく、平均値を算出するための期間を選定する際には、削孔対象領域の地盤条件や敷地条件等を考慮して、最新実測値と管理基準値との差を、精度よく抽出できる期間を適宜選択すればよい。こうすると、地盤中の異物Pを的確に検出することが可能となる。 The maximum permissible amount may be determined by any means. In addition, when selecting the period for calculating the average value in order to calculate the control standard value, the latest actual measurement value and the control standard value should be considered in consideration of the ground conditions and site conditions of the drilling target area. The period during which the difference can be extracted with high accuracy may be appropriately selected. By doing so, it becomes possible to accurately detect the foreign matter P in the ground.

具体的には、削孔対象地盤が、深度方向に一様な土質性状よりなることをあらかじめ把握している場合、最新実測値が測定されるごとに、電動機3の作動直後から電流の最新実測値の直前までの全期間の実測値の平均値を、算出すればよい。なお、この場合には、電動機3の作動直後から地盤削孔ドリル1による地盤削孔が安定するまでの時間に測定した実測値を考慮せずに、平均値を算定するとよい。 Specifically, when it is known in advance that the ground to be drilled has uniform soil properties in the depth direction, the latest actual measurement of the current immediately after the operation of the motor 3 is performed every time the latest actual measurement value is measured. The average value of the measured values for the entire period up to immediately before the value may be calculated. In this case, the average value may be calculated without considering the actually measured value measured from immediately after the operation of the motor 3 to the time when the ground drilling by the ground drilling drill 1 stabilizes.

一方、削孔対象地盤の地盤条件が不明な場合には、例えば、電流の経時変化をモニタリングしつつ、平均値を算出するのに最適な期間を、最新実測値の直前から遡って適宜設定すればよい。 On the other hand, if the ground conditions of the ground to be drilled are unknown, for example, the optimum period for calculating the average value should be set appropriately retroactively from immediately before the latest measured value while monitoring the change over time of the current. Just do it.

上述する地盤削孔ドリル1の制御方法を実施する際には、地盤削孔ドリル1に設置した電流測定機器4と端末装置6とを有線または無線接続しておく。 When implementing the control method of the ground drilling drill 1 described above, the current measuring device 4 installed in the ground drilling drill 1 and the terminal device 6 are connected by wire or wirelessly.

なお、端末装置6は、演算処理装置及び記憶装置等のハードウェアと該ハードウェア上で動作するソフトウェアとで構成される情報処理装置、情報処理装置に種々のデータを入力する通信装置やキーボード等の入力装置、情報処理装置で行われた演算処理結果をリアルタイムで出力するディスプレイ等からなる出力装置を備えた、いわゆるパソコンやタブレット端末である。 The terminal device 6 is an information processing device composed of hardware such as an arithmetic processing device and a storage device and software operating on the hardware, a communication device for inputting various data into the information processing device, a keyboard, and the like. It is a so-called personal computer or tablet terminal equipped with an output device including an input device and a display that outputs the result of arithmetic processing performed by the information processing device in real time.

そして、端末装置6の記憶装置に、あらかじめ設定した電流の最新実測値と管理基準値との差における最大許容量を格納しておくとともに、電流計にて測定した電流の実測値を、端末装置6の入力装置を介して記憶装置に格納する。また、最新実測値が測定されるごとに、記憶装置に格納された電流の実測値のうち、電動機3の作動直後から電流の最新実測値の直前までの間の、所望の期間に測定した実測値を用いて、演算処理装置にて平均値を逐次算出し、これを記憶装置に管理基準値として格納する。 Then, the storage device of the terminal device 6 stores the maximum permissible amount of the difference between the latest measured value of the preset current and the management reference value, and the measured value of the current measured by the ammeter is stored in the terminal device. It is stored in the storage device via the input device of 6. In addition, each time the latest measured value is measured, among the measured values of the current stored in the storage device, the measured value measured in a desired period from immediately after the operation of the motor 3 to immediately before the latest measured value of the current. Using the values, the arithmetic processing unit sequentially calculates the average value, and stores this as the management reference value in the storage device.

そのうえで、演算処理装置にて最新実測値を測定するごとに、管理基準値と電流の最新実測値を比較し、その差の絶対値が、あらかじめ記憶装置に格納した最大許容量を超える場合には、出力装置を用いて警告を発する。こうすると、地盤削孔ドリル1の作業者は、警告に基づいて地盤削孔ドリル1の作動を停止するか否かの判断をすることができる。 Then, every time the latest measured value is measured by the arithmetic processing unit, the control reference value and the latest measured value of current are compared, and if the absolute value of the difference exceeds the maximum allowable amount stored in the storage device in advance. , Issue a warning using the output device. In this way, the operator of the ground drilling drill 1 can determine whether or not to stop the operation of the ground drilling drill 1 based on the warning.

なお、電流の測定と同時に、削孔速度を測定しておき、地盤削孔ドリル1の作動を停止するか否かの判断を、削孔速度から求めた時間ごとの変位(掘削深さ)と併せて行ってもよい。 It should be noted that the drilling speed is measured at the same time as the current measurement, and the judgment as to whether or not to stop the operation of the ground drilling drill 1 is determined by the displacement (drilling depth) for each time obtained from the drilling speed. You may do it at the same time.

上述する地盤削孔ドリル1の制御方法を、異物Pを埋設した供試体を用いて実施した結果を以下に示す。本実施の形態では、異物Pとして、鋼製の芯材を合成樹脂製の被覆材で被膜したケーブルを採用した。 The results of carrying out the above-mentioned control method for the ground drilling drill 1 using a specimen in which a foreign substance P is embedded are shown below. In the present embodiment, as the foreign matter P, a cable in which a steel core material is coated with a synthetic resin coating material is adopted.

供試体は、モールドに砂を充填するとともに、所定深さに異物Pを埋設した供試体A、モールドに地盤改良体を想定したセメント系固化体を充填するとともに、所定深さに異物Pを埋設した供試体B、モールドに礫と地盤改良体を想定したセメント系固化体を混合して充填するとともに、所定深さに異物Pを埋設した供試体C、の3体を準備した。なお、異物Pとしては、鋼製の芯材を合成樹脂製の被覆材で被膜したケーブルを採用した As for the specimen, the mold is filled with sand and the foreign matter P is embedded in the specimen A, and the mold is filled with the cement-based solidified body assuming the ground improvement body, and the foreign matter P is embedded in the predetermined depth. Three bodies, the test piece B and the test piece C in which the gravel and the cement-based solidified body assuming the ground improvement body were mixed and filled, and the foreign matter P was embedded at a predetermined depth, were prepared. As the foreign matter P, a cable in which a steel core material was coated with a synthetic resin coating material was adopted.

まず、管理基準値と最新実測値との差の最大許容量を設定せず、供試体A内を地盤削孔ドリル1にて削孔した際のグラフを図2で示す。図2をみると、モールド内が砂で深さ方向で一様に充填されていることから、電流の実測値も電動機3の作動直後から大きな変動が生じることなく安定している様子がわかる。 First, FIG. 2 shows a graph when the inside of the specimen A is drilled with the ground drilling drill 1 without setting the maximum allowable amount of the difference between the control reference value and the latest measured value. Looking at FIG. 2, since the inside of the mold is uniformly filled with sand in the depth direction, it can be seen that the measured current value is stable without any significant fluctuation immediately after the operation of the motor 3.

また、削孔時間が64sを過ぎたあたりで電流が急激に下降している。これは、ドリル刃体2の先端部21がケーブルの被覆材、つまり周辺地盤より軟質な異物Pに当接したことによる。この後、削孔時間が68sを過ぎたあたりで、電流が急激に上昇している。これは、ドリル刃体2の先端部21がケーブルの芯線、つまり周辺地盤より硬質な異物Pに当接したことによる。このように、電流の実測値は、ドリル刃体2て削孔される地盤内の様子を精度よく反映する様子がわかる。 Further, the current drops sharply when the drilling time exceeds 64 s. This is because the tip portion 21 of the drill blade 2 comes into contact with the covering material of the cable, that is, the foreign matter P softer than the surrounding ground. After that, when the drilling time has passed 68 s, the current rises sharply. This is because the tip portion 21 of the drill blade 2 comes into contact with the core wire of the cable, that is, the foreign matter P that is harder than the surrounding ground. As described above, it can be seen that the measured value of the current accurately reflects the state of the ground where the drill blade 2 is drilled.

次に、地盤削孔ドリルの制御方法を、供試体Bに適用した結果のグラフを図3に、供試体Cに適用した結果のグラフを図4にぞれぞれ示す。なお、管理基準値と最新実測値との差における最大許容量は、0.7Aに設定した。 Next, the graph of the result of applying the control method of the ground drilling drill to the specimen B is shown in FIG. 3, and the graph of the result of applying the control method of the ground drilling drill to the specimen C is shown in FIG. 4, respectively. The maximum permissible amount in the difference between the control reference value and the latest measured value was set to 0.7A.

図3をみると、モールド内がセメント系固化体にて深さ方向に一様に充填されていることから、電流の実測値も電動機3の作動直後から小刻みな変動が認められるものの大きな変化はなく、7A前後を示している様子がわかる。そして、削孔時間が180sを過ぎたあたりで電流が6.4A程度まで下降し、地盤削孔ドリル1の作動が停止した。この場合、ケーブルの表面に多少の傷が認められるものの、ケーブルを損傷させるまでに至ることなく、削孔作業が停止していた。 Looking at FIG. 3, since the inside of the mold is uniformly filled with the cement-based solidified material in the depth direction, the measured value of the current also shows a small change immediately after the operation of the motor 3, but there is a big change. It can be seen that it shows around 7A. Then, when the drilling time exceeded 180 s, the current dropped to about 6.4 A, and the operation of the ground drilling drill 1 stopped. In this case, although some scratches were observed on the surface of the cable, the drilling work was stopped without damaging the cable.

図4をみると、電流の実測値が時おり大きく変動している様子がわかる。これは、モールド内が礫とセメント系固化体の混合物にて充填されていることから、これらの硬度の違いを反映しているものと想定できる。そして、削孔時間120s前後で電流の変動がより一層大きくなり、実測値が7.6A程度まで上昇したところで地盤削孔ドリル1の作動が停止した。この場合には、ケーブルまで到達せず、ドリル刃体2の先端部21が礫に当接して停止した。 Looking at FIG. 4, it can be seen that the measured value of the current sometimes fluctuates greatly. This can be assumed to reflect the difference in hardness because the inside of the mold is filled with a mixture of gravel and cement-based solidified material. Then, the fluctuation of the current became larger around the drilling time of about 120 s, and the operation of the ground drilling drill 1 stopped when the measured value rose to about 7.6 A. In this case, the tip portion 21 of the drill blade 2 abuts on the gravel and stops without reaching the cable.

上記のとおり、地盤削孔ドリル1の制御方法では、地盤を掘進するドリル刃体2に作用する負荷が、何らかの要因により増加もしくは軽減し、これら負荷の変化に起因してトルクが経時的に増加もしくは軽減する様子を、電流の実測値を連続的に測定し経時変化を観測することによって捉えることができる。したがって、電流の管理基準値と最新実測値とを比較し、両者の差の絶対値の大きさを、最大許容量にて評価することにより、周辺地盤の土質性状によることなく、ドリル刃体2に地盤以外の何らかの異物が接触したことを的確に検知し、地盤削孔ドリル1の作動を停止することが可能となる。 As described above, in the control method of the ground drilling drill 1, the load acting on the drill blade 2 for digging the ground increases or decreases for some reason, and the torque increases with time due to the change in these loads. Alternatively, the state of reduction can be grasped by continuously measuring the measured value of the current and observing the change with time. Therefore, by comparing the current control reference value and the latest measured value and evaluating the magnitude of the absolute value of the difference between the two with the maximum allowable amount, the drill blade 2 can be used regardless of the soil properties of the surrounding ground. It is possible to accurately detect that some foreign matter other than the ground has come into contact with the ground and stop the operation of the ground drilling drill 1.


これにより、地盤削孔が進むことに伴い、ドリル刃体2と地盤との間のフリクションが徐々に増大してドリル刃体2に作用する負荷がに大きくなっても、これら経時変化を、電流の実測値を連続的に測定することにより把握することができる。このため、地盤とのフリクションに起因して、電流の実測値が過大な数値となった場合にも、ドリル刃体2に地盤以外の何らかの異物が接触したものと誤って判断することはない。
)
As a result, as the drilling of the ground progresses, the friction between the drill blade 2 and the ground gradually increases, and even if the load acting on the drill blade 2 becomes large, these changes with time are currented. It can be grasped by continuously measuring the measured value of. Therefore, even if the measured value of the current becomes an excessive value due to friction with the ground, it is not erroneously determined that some foreign matter other than the ground has come into contact with the drill bit body 2.

したがって、例えば、有害物質を使用している工場や施設を建替えい伴い、敷地内の土壌汚染調査等を実施するべく、地盤削孔ドリル1の制御方法で調査孔を掘削する場合に、敷地内に埋設されている供用中のライフライン設備が、柔軟性のある電線ケーブルや硬質な下水管等いずれの種類の埋設物であっても、また、いずれの深度に配設されていても、的確に検知して誤って損傷させることなく、安全に地盤の削孔作業を実施することが可能となる。 Therefore, for example, when a survey hole is excavated by the control method of the ground drilling drill 1 in order to carry out a soil contamination survey on the site by rebuilding a factory or facility using a harmful substance, the site Regardless of the type of buried object, such as a flexible electric wire cable or a rigid sewer pipe, and the depth of the in-service lifeline equipment buried inside. It is possible to safely carry out drilling work on the ground without accurately detecting it and accidentally damaging it.

本発明の地盤削孔ドリルの制御方法は、上記実施形態に限定されるものではなく、本発明の趣旨を逸脱しない範囲で種々の変更が可能である。 The control method for the ground drilling drill of the present invention is not limited to the above embodiment, and various changes can be made without departing from the gist of the present invention.

例えば、本実施の形態では、地盤削孔ドリル1の作動を停止するか否かの判別を、管理基準値と電流の最新実測値の差の絶対値と、最大許容量とにより実施したが、必ずしもこれに限定するものではない。例えば、管理基準値と最新実測値との差の正の最大許容量と負の最大許容量を個別に決定してもよい。 For example, in the present embodiment, whether or not to stop the operation of the ground drilling drill 1 is determined based on the absolute value of the difference between the control reference value and the latest measured value of the current and the maximum allowable amount. It is not necessarily limited to this. For example, the positive maximum permissible amount and the negative maximum permissible amount of the difference between the control reference value and the latest measured value may be determined individually.

また、本実施の形態では、電動機3に供給される電流を測定可能な電流測定機器4と端末装置6とを優先接続もしくは無線接続させたが、必ずしもこれに限定されるものではない。例えば、端末装置6をさらに地盤削孔ドリル1と接続させ、端末装置6にて地盤削孔ドリル1を自動制御可能な構成とし、これを、地盤削孔ドリル1の制御装置として、例えば昇降装置5に設置する。そして、この制御装置にて、管理基準値と電流の最新実測値の差の絶対値が最大許容量を超える場合に、地盤削孔ドリル1の作動を自動停止させてもよい。 Further, in the present embodiment, the current measuring device 4 capable of measuring the current supplied to the motor 3 and the terminal device 6 are preferentially connected or wirelessly connected, but the present invention is not necessarily limited to this. For example, the terminal device 6 is further connected to the ground drill 1 so that the terminal device 6 can automatically control the ground drill 1, and this can be used as a control device for the ground drill 1, for example, an elevating device. Install at 5. Then, in this control device, when the absolute value of the difference between the control reference value and the latest measured value of the current exceeds the maximum allowable amount, the operation of the ground drilling drill 1 may be automatically stopped.

1 地盤削孔ドリル
2 ドリル刃体
21 先端部
22 基端部
23 本体部
3 電動機
4 電流測定機器
5 昇降装置
51 ガイド支柱
52 ラック
53 昇降具
54 手動ハンドル
55 接続治具
6 端末装置
H 掘削孔
P 異物
1 Ground drilling drill 2 Drill blade 21 Tip 22 Base end 23 Main body 3 Motor 4 Current measuring device 5 Lifting device 51 Guide support 52 Rack 53 Lifting tool 54 Manual handle 55 Connection jig 6 Terminal device H Drilling hole P Foreign matter

Claims (2)

電動機により回転するドリル刃体を備える地盤削孔ドリルにて地中を削孔しながら、前記電動機に供給される電流の実測値を連続的に測定しつつ、該電流の最新実測値と管理基準値とを比較し、
該管理基準値と前記最新実測値との差の絶対値が、あらかじめ設定した最大許容量を超えた場合に、地盤削孔ドリルの作動を停止させる地盤削孔ドリルの制御方法であって、
前記管理基準値は、前記電動機の作動直後から前記最新実測値の直前までの間のうち、所望の期間に測定した前記実測値の平均値であることを特徴とする地盤削孔ドリルの制御方法。
While drilling holes in the ground with a ground drilling drill equipped with a drill blade that is rotated by an electric motor, while continuously measuring the actual measured value of the current supplied to the electric motor, the latest actual measured value and management standard of the current. Compare with the value,
A control method for a ground drilling drill that stops the operation of the ground drilling drill when the absolute value of the difference between the control reference value and the latest measured value exceeds a preset maximum allowable amount.
A control method for a ground drilling drill, wherein the control reference value is an average value of the measured values measured in a desired period from immediately after the operation of the motor to immediately before the latest measured value. ..
請求項1に記載の地盤削孔ドリルの制御方法であって、
削孔対象領域の地盤条件に基づいて選定した期間に測定した前記実測値の平均値を、前記管理基準値とすることを特徴とする地盤削孔ドリルの制御方法。
The method for controlling a ground drill according to claim 1.
A control method for a ground drilling drill, characterized in that the average value of the measured values measured during a period selected based on the ground conditions of the drilling target area is used as the control reference value.
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