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JP2021195820A - Measuring method for inclination direction and angle of rotary excavation rod - Google Patents

Measuring method for inclination direction and angle of rotary excavation rod Download PDF

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JP2021195820A
JP2021195820A JP2020104072A JP2020104072A JP2021195820A JP 2021195820 A JP2021195820 A JP 2021195820A JP 2020104072 A JP2020104072 A JP 2020104072A JP 2020104072 A JP2020104072 A JP 2020104072A JP 2021195820 A JP2021195820 A JP 2021195820A
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excavation rod
rotary excavation
rotation
rotary
rotation angle
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JP7470577B2 (en
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有史 足立
Yuji Adachi
ホン ソン グエン
Hon Son Nguyen
守康 高田
Moriyasu Takada
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System Kensetsu Co Ltd
Hazama Ando Corp
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System Kensetsu Co Ltd
Hazama Ando Corp
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Abstract

To install and fix an inclinometer in a rotary excavation rod, and easily and reliably measure the direction and angle of the inclination of a rotary excavation rod that rotates and descends to the ground when it is rotating or stationary.SOLUTION: In this method, an inclinometer is installed and fixed to a rotary excavation rod b in any direction in the circumferential direction. A rotary excavation machine A is provided with a rotation angle measuring device 1 that measures the rotation angle of the rotary excavation rod b with reference to the installation orientation of the inclinometer. In this way, the direction of the inclinometer is calculated by measuring the rotation angle of the rotary excavation rod b rotating and descending to the ground with the rotation angle measuring device 1, and the direction and angle of the inclination of the rotary excavation rod b are measured by the inclinometer.SELECTED DRAWING: Figure 1

Description

本発明は、アースオーガなどの回転式掘削機械を用いて地盤を削孔する回転削孔施工において、回転式掘削機械の回転掘削ロッドの回転時又は静止時の傾きの方向及び角度の計測に用いる回転掘削ロッドの傾き計測方法に関する。 INDUSTRIAL APPLICABILITY The present invention is used for measuring the direction and angle of inclination of a rotary excavation rod of a rotary excavator when it is rotating or stationary in a rotary drilling operation in which a rotary excavator such as an earth auger is used to drill a hole in the ground. The present invention relates to a method of measuring the inclination of a rotary excavation rod.

地盤の改良を行う工事や山留め壁の親杭又は基礎杭を地中に打ち込む工事では、アースオーガなどエンジン又は電動式若しくは油圧式のモータなどの動力で、スクリューや撹拌翼を有する回転掘削ロッドを地盤に対して回転下降させて、削孔する(地盤に丸い孔を掘削する)ことが行われる。このような工事の場合、地盤の不均質性や石、岩などの障害物、施工機械の姿勢制御の影響などを受けて、回転掘削ロッドの先端の位置が所定の軌道から外れて、削孔軌道が曲がることがある。この場合、回転掘削ロッドの軌跡はアースオーガのリーダーの地上位置と回転掘削ロッドの傾斜データをもとにリーダーと回転掘削ロッドが一体と仮定して算定しているが、実際には、両者に一定の遊びがあり、掘削深度が深くなるにつれて計測値とのずれが増加する可能性がある。 In the construction to improve the ground and the construction to drive the main pile or foundation pile of the retaining wall into the ground, a rotary excavation rod with a screw or a stirring blade is used by the power of an engine such as an earth auger or an electric or hydraulic motor. Drilling (drilling a round hole in the ground) is performed by rotating and lowering the ground. In the case of such construction, the position of the tip of the rotary excavation rod deviates from the predetermined track due to the inhomogeneity of the ground, obstacles such as stones and rocks, and the influence of the attitude control of the construction machine, and drilling holes. The orbit may bend. In this case, the locus of the rotary excavation rod is calculated on the assumption that the leader and the rotary excavation rod are integrated based on the ground position of the leader of the earth auger and the inclination data of the rotary excavation rod. There is a certain amount of play, and the deviation from the measured value may increase as the excavation depth increases.

地盤の改良工事や基礎杭の打ち込み工事の場合、削孔軌道が正規の軌道からずれると、地盤改良体や杭体が設計位置に設置できず、出来形を満足することができない。山留め壁の工事の場合、親杭がずれると、隙間が生じ、土砂や地下水が流出する恐れがある。 In the case of ground improvement work or foundation pile driving work, if the drilling track deviates from the regular track, the ground improvement body or pile body cannot be installed at the design position, and the finished shape cannot be satisfied. In the case of construction of a mountain retaining wall, if the main pile is displaced, a gap will be created and there is a risk that earth and sand and groundwater will flow out.

そこで、回転掘削ロッドの鉛直度や先端が所定の軌道から外れた場合の先端位置を精度よく計測するために、回転掘削ロッドに傾斜計を設置して、回転掘削ロッドの傾きを計測する技術が特許文献1、2により提案されている。 Therefore, in order to accurately measure the verticality of the rotary excavation rod and the position of the tip when the tip deviates from a predetermined trajectory, a technique of installing an inclination meter on the rotary excavation rod and measuring the inclination of the rotary excavation rod is used. It is proposed by Patent Documents 1 and 2.

特許文献1は掘削機の傾斜計用案内装置に関するもので、この文献1には、オーガロッドに挿入式の傾斜計を設置して、オーガロッドの傾きを傾斜計で計測する方法が開示されている。この文献1の装置では、オーガロッドの内部に、オーガロッドと同心上に内管が挿入され、さらに、内管の内部に角型管部が挿入されて、それぞれが固定される。内管は、角型管部の端部同士を嵌め合うことにより延長可能である。傾斜計は角型管部の内部に挿入され、傾斜計に備えるガイドローラにより、角型管部の対角線上の隅部に当接された状態で、角型管部の内部を移動可能になっている。このような装置を用いて、傾斜計を角型管部の軸周りに回転させずにオーガロッドの内部を上下方向に移動させ、任意の位置でオーガロッドの傾きを計測するものとなっている。 Patent Document 1 relates to a guide device for an inclinometer of an excavator, and this Document 1 discloses a method of installing an insertable inclinometer on an auger rod and measuring the inclination of the auger rod with the inclinometer. There is. In the device of Document 1, an inner tube is inserted concentrically with the auger rod inside the auger rod, and a square tube portion is inserted inside the inner tube to fix each of them. The inner tube can be extended by fitting the ends of the square tube portions together. The inclinometer is inserted inside the square tube, and the guide roller provided in the inclinometer allows the inclinometer to move inside the square tube while being in contact with the diagonal corners of the inclinometer. ing. Using such a device, the tilt meter is moved vertically inside the auger rod without rotating it around the axis of the square tube portion, and the tilt of the auger rod is measured at an arbitrary position. ..

特許文献2は掘削孔の掘削精度計測装置及び方法に関するもので、この文献2にも、掘削ロッドに挿入式の傾斜計を設置して、掘削ロッドの傾きを傾斜計で計測する方法が開示されている。この文献2の方法では、まず、掘削ロッド固定工程において、所定の深度まで掘削した掘削ロッドを掘削機から切り離して地盤の掘削孔に預け、掘削ロッドの上端部の中心を、掘削孔の地上面における中心と一致させた状態で、掘削ロッドを固定する。次に、挿入工程において、掘削ロッドを貫通する注入管に、注入管の傾きを計測する傾斜計を軸線回りの捩り変形が制限された棒状部材に連結して挿入し、棒状部材と他の棒状部材を、軸線回りの相対的な回転を制限して折り曲げ可能な連結手段を介して連結しながら、傾斜計を注入管の最下端まで挿入する。最後に、計測工程において、棒状部材で、傾斜計の軸線回りの回転を抑制しながら所定の距離だけ引き揚げ、傾斜計で注入管の傾きを計測する。このようにすることにより、特許文献1の技術のように、掘削ロッドに加工を施すことなく、地盤の掘削孔の掘削精度を計測できるものとしている。 Patent Document 2 relates to an excavation accuracy measuring device and a method for excavation holes, and this Document 2 also discloses a method in which an insertion type inclination meter is installed on an excavation rod and the inclination of the excavation rod is measured by the inclination meter. ing. In the method of Document 2, first, in the excavation rod fixing step, the excavation rod excavated to a predetermined depth is separated from the excavator and deposited in the excavation hole of the ground, and the center of the upper end of the excavation rod is set on the ground surface of the excavation hole. Fix the excavation rod so that it coincides with the center of. Next, in the insertion step, an inclinometer for measuring the inclination of the injection pipe is connected to the rod-shaped member whose torsional deformation around the axis is restricted and inserted into the injection pipe penetrating the excavation rod, and the rod-shaped member and other rod-shaped members are inserted. The inclinometer is inserted all the way to the bottom of the injection tube while the members are connected via a bendable connecting means that limits relative rotation around the axis. Finally, in the measurement step, the rod-shaped member is pulled up by a predetermined distance while suppressing the rotation around the axis of the inclinometer, and the inclination of the injection tube is measured by the inclinometer. By doing so, it is possible to measure the excavation accuracy of the excavation hole in the ground without processing the excavation rod as in the technique of Patent Document 1.

特開平4−70494号公報Japanese Unexamined Patent Publication No. 4-70494 特開2013−160010号公報Japanese Unexamined Patent Publication No. 2013-160010

ところで、特許文献2の装置及び方法では、段落0050に記載のとおり、傾斜計に、鉛直方向に対して1方向の傾斜を測定する1方向計測型又は鉛直方向に対して2方向(X方向及びY方向)の傾斜を測定する2方向計測型が用いられる。特許文献1の装置においても、傾斜計が挿入式で、オーガロッド内で傾斜計の周方向の位置を定めるとしていることから、1方向計測型又は2方向計測型の傾斜計が使用されるものとみられる。このような傾斜計を用いて、回転掘削ロッドの鉛直度や回転掘削ロッドが傾斜した場合の先端位置を精度よく計測するためには、傾斜計を回転掘削ロッドに固定して計測することが好ましい。 By the way, in the apparatus and method of Patent Document 2, as described in paragraph 0050, the tilt meter is a one-way measuring type that measures the tilt in one direction with respect to the vertical direction, or two directions (X direction and) with respect to the vertical direction. A two-way measurement type that measures the inclination in the Y direction) is used. Also in the device of Patent Document 1, since the inclinometer is an insertion type and the position of the inclinometer in the circumferential direction is determined in the auger rod, a one-way measurement type or a two-way measurement type inclinometer is used. Seems to be. In order to accurately measure the verticality of the rotary excavation rod and the tip position when the rotary excavation rod is tilted by using such an inclination meter, it is preferable to fix the tilt meter to the rotary excavation rod for measurement. ..

しかしながら、このような傾斜計を回転掘削ロッド内に設置固定して、地盤に回転下降させる回転掘削ロッドの傾きの方向及び角度を計測しようとすると、傾斜計の設置位置が常に同じ向きに来るように回転掘削ロッドを停止させなければならない。言い換えれば、従来の回転掘削ロッドの傾き計測方法では、傾斜計を回転掘削ロッド内に設置固定しておくと、回転下降中の回転掘削ロッド内の傾斜計の向きが不明で、回転下降中の回転掘削ロッドの傾きの方向を計測することができない、という問題がある。 However, when such an inclinometer is installed and fixed in the rotary excavation rod and the direction and angle of the inclination of the rotary excavation rod to be rotated and lowered to the ground are measured, the installation position of the inclinometer always comes in the same direction. The rotary excavation rod must be stopped. In other words, in the conventional method of measuring the inclination of the rotary excavation rod, if the tilt meter is installed and fixed in the rotary excavation rod, the direction of the tilt meter in the rotary excavation rod during the rotation descent is unknown, and the rotation descent is in progress. There is a problem that the direction of inclination of the rotary excavation rod cannot be measured.

本発明は、このような従来の問題を解決するものであり、この種の回転掘削ロッドの傾き計測方法において、この種の傾斜計(既述の傾斜計)を予め回転掘削ロッド内に設置固定しておき、地盤に回転下降させる回転掘削ロッドの回転時又は静止時の傾きの方向及び角度を簡易かつ確実に計測すること、を目的とする。 The present invention solves such a conventional problem, and in this kind of rotary excavation rod tilt measurement method, this kind of tilt meter (described above-mentioned tilt meter) is installed and fixed in advance in the rotary excavation rod. The purpose is to easily and surely measure the direction and angle of inclination of the rotary excavation rod that is rotated and lowered to the ground when it is rotating or stationary.

上記目的を達成するために、本発明は、
アースオーガを含む回転式掘削機械の回転駆動部に連結され、前記回転駆動部により地盤に回転下降させる回転掘削ロッドの傾きの方向及び角度を傾斜計を用いて計測する回転掘削ロッドの傾きの方向及び角度計測方法であって、
前記傾斜計を前記回転掘削ロッドに円周方向任意の方向に向けて設置固定し、
前記回転式掘削機械に、前記傾斜計の設置向きを基準にして前記回転掘削ロッド又は前記回転駆動部の回転角度を計測する回転角度計測装置を併設して、
地盤に回転下降中の前記回転掘削ロッド又は前記回転駆動部の前記回転角度を前記回転角度計測装置により計測することにより前記傾斜計の向きを算出して、当該傾斜計により前記回転掘削ロッドの傾きの方向及び角度を計測する、
ことを要旨とする。
In order to achieve the above object, the present invention
The direction of inclination and the angle of the rotary excavation rod, which is connected to the rotary drive unit of the rotary excavation machine including the earth auger and is rotated and lowered to the ground by the rotary drive unit, is measured by using an inclinometer. And the angle measurement method,
The inclinometer is installed and fixed to the rotary excavation rod in any direction in the circumferential direction.
The rotary excavation machine is provided with a rotation angle measuring device for measuring the rotation angle of the rotation excavation rod or the rotation drive unit with reference to the installation orientation of the inclination meter.
The direction of the tilt meter is calculated by measuring the rotation angle of the rotation excavation rod or the rotation drive unit while rotating down to the ground by the rotation angle measuring device, and the inclination of the rotation excavation rod is calculated by the inclination meter. Measure the direction and angle of
The gist is that.

この方法はさらに次のように具体化される。
(1)回転角度計測装置として、回転掘削ロッドの外周面に傾斜計の設置向きを基準にして一定の角度間隔で複数の異なる認識マーカーを付設し、前記回転掘削ロッドの周囲に、前記各認識マーカーの回転角度を計測するための目盛りと、前記回転掘削ロッドの前記各認識マーカーを前記目盛りとともに撮像する撮像装置とを設置して、前記撮像装置により、回転下降中の前記回転掘削ロッドの前記各認識マーカーを前記目盛りとともに撮像し、撮像された画像を基に前記回転掘削ロッドの回転角度を計測する。
(2)回転角度計測装置として、回転掘削ロッドの外周面に傾斜計の設置向きを基準にして回転角度目盛りを連続的に付設し、前記回転掘削ロッドの周囲に、前記回転掘削ロッドの前記回転角度目盛りを撮像する撮像装置を設置して、前記撮像装置により、回転下降中の前記回転掘削ロッドの前記回転角度目盛りを撮像し、当該回転角度目盛りを基に前記回転掘削ロッドの回転角度を計測する。
(3)回転角度計測装置として、回転掘削ロッドの外周面に傾斜計の設置向きに対応して一つの認識マーカーを付設し、前記回転掘削ロッドの周囲に、前記回転掘削ロッドの前記認識マーカーを撮像する撮像装置を設置して、前記撮像装置により、回転下降中の前記回転掘削ロッドを撮像し、前記撮像装置と前記認識マーカーが正対する毎に、前記回転掘削ロッドの回転角度を0°と計測する。
(4)回転角度計測装置として、回転駆動部に傾斜計の設置向きを基準にして前記回転駆動部の回転角度を計測するエンコーダを設置し、前記エンコーダにより、前記回転駆動部の回転角度を検出することにより、回転下降中の前記回転掘削ロッドの回転角度を計測する。
This method is further embodied as follows.
(1) As a rotation angle measuring device, a plurality of different recognition markers are attached to the outer peripheral surface of the rotation excavation rod at regular intervals based on the installation direction of the tilt meter, and the recognition is performed around the rotation excavation rod. A scale for measuring the rotation angle of the marker and an image pickup device for imaging each recognition marker of the rotary excavation rod together with the scale are installed, and the image pickup device causes the rotary excavation rod of the rotary excavation rod to be rotated and lowered. Each recognition marker is imaged together with the scale, and the rotation angle of the rotary excavation rod is measured based on the captured image.
(2) As a rotation angle measuring device, a rotation angle scale is continuously attached to the outer peripheral surface of the rotation excavation rod based on the installation direction of the tilt meter, and the rotation of the rotation excavation rod is surrounded around the rotation excavation rod. An image pickup device for imaging the angle scale is installed, the rotation angle scale of the rotary excavation rod during rotation descent is imaged by the image pickup device, and the rotation angle of the rotary excavation rod is measured based on the rotation angle scale. do.
(3) As a rotation angle measuring device, one recognition marker is attached to the outer peripheral surface of the rotation excavation rod corresponding to the installation direction of the tilt meter, and the recognition marker of the rotation excavation rod is placed around the rotation excavation rod. An image pickup device for imaging is installed, and the rotary excavation rod is imaged by the image pickup device, and the rotation angle of the rotary excavation rod is set to 0 ° each time the image pickup device and the recognition marker face each other. measure.
(4) As a rotation angle measuring device, an encoder that measures the rotation angle of the rotation drive unit based on the installation direction of the tilt meter is installed in the rotation drive unit, and the rotation angle of the rotation drive unit is detected by the encoder. By doing so, the rotation angle of the rotary excavation rod during the rotation descent is measured.

本発明の回転掘削ロッドの傾きの方向及び角度計測方法によれば、傾斜計を予め回転掘削ロッド内に設置固定して、地盤に回転下降させる回転掘削ロッドの回転時又は静止時の傾きの方向及び角度を簡易かつ確実に計測することができる、という本発明独自の格別な効果を奏する。 According to the method of measuring the inclination direction and angle of the rotary excavation rod of the present invention, the tilt meter is installed and fixed in the rotary excavation rod in advance, and the rotary excavation rod is rotated and lowered to the ground. And the angle can be measured easily and surely, which is a special effect peculiar to the present invention.

本発明の第1乃至第4の実施の形態に係る回転掘削ロッドの傾きの方向及び角度計測方法のイメージを示す図The figure which shows the image of the direction and angle measurement method of the inclination of the rotary excavation rod which concerns on 1st to 4th Embodiment of this invention. 本発明の第1の実施の形態に係る回転掘削ロッドの傾きの方向及び角度計測方法のイメージを示す図The figure which shows the image of the direction and angle measurement method of the inclination of the rotary excavation rod which concerns on 1st Embodiment of this invention. 本発明の第2の実施の形態に係る回転掘削ロッドの傾きの方向及び角度計測方法のイメージを示す図The figure which shows the image of the direction and angle measurement method of the inclination of the rotary excavation rod which concerns on 2nd Embodiment of this invention. 本発明の第3の実施の形態に係る回転掘削ロッドの傾きの方向及び角度計測方法のイメージを示す図The figure which shows the image of the direction and angle measurement method of the inclination of the rotary excavation rod which concerns on 3rd Embodiment of this invention. 本発明の第4の実施の形態に係る回転掘削ロッドの傾きの方向及び角度計測方法のイメージを示す図The figure which shows the image of the direction and angle measurement method of the inclination of the rotary excavation rod which concerns on 4th Embodiment of this invention.

次に、この発明を実施するための形態について図を用いて説明する。図1に回転掘削ロッドの傾きの方向及び角度計測方法のイメージを示している。図1に示すように、この回転掘削ロッドの傾きの方向及び角度計測方法(以下、本方法という。)は、アースオーガを含む回転式掘削機械Aの回転駆動部aに連結され、回転駆動部aにより地盤に回転下降させる回転掘削ロッドbの傾きの方向及び角度を傾斜計(図示省略)を用いて計測する。 Next, a mode for carrying out the present invention will be described with reference to the drawings. FIG. 1 shows an image of a method for measuring the inclination direction and angle of a rotary excavation rod. As shown in FIG. 1, the method of measuring the inclination direction and angle of the rotary excavation rod (hereinafter referred to as this method) is connected to the rotary drive unit a of the rotary excavation machine A including the earth auger, and is connected to the rotary drive unit. The direction and angle of the inclination of the rotary excavation rod b that is rotated and lowered to the ground by a are measured using an inclination meter (not shown).

本方法では、特に、傾斜計を回転掘削ロッドbに円周方向任意の方向に向けて設置固定し、回転式掘削機械Aに、傾斜計の設置向きを基準にして回転掘削ロッドb又は回転駆動部aの回転角度を計測する回転角度計測装置1を併設して、地盤に回転下降中の回転掘削ロッドb又は回転駆動部aの回転角度を回転角度計測装置1により計測することにより傾斜計の向きを算出して、この傾斜計により、回転掘削ロッドbの回転時又は静止時の傾きの方向及び角度を計測する。 In this method, in particular, the tilt meter is installed and fixed to the rotary excavation rod b in an arbitrary direction in the circumferential direction, and the rotary excavation rod b or the rotary drive is driven to the rotary excavation machine A with reference to the installation direction of the tilt meter. A rotation angle measuring device 1 for measuring the rotation angle of the part a is provided, and the rotation angle of the rotation excavation rod b or the rotation drive unit a during rotation and descent on the ground is measured by the rotation angle measuring device 1 to obtain a tilt meter. The direction is calculated, and the direction and angle of the inclination of the rotary excavation rod b at the time of rotation or at rest are measured by this inclination meter.

図2乃至図5にこの発明の第1乃至第4の実施の形態を示している。 2 to 5 show the first to fourth embodiments of the present invention.

(実施の形態1)
図2に第1の実施の形態を示している。図2に示すように、本方法では、傾斜計(図示省略)を回転掘削ロッドbに円周方向任意の方向に向けて設置固定する。回転式掘削機械A(図1参照)に、傾斜計の設置向きを基準にして回転掘削ロッドbの回転角度を計測する回転角度計測装置1を併設する。
(Embodiment 1)
FIG. 2 shows the first embodiment. As shown in FIG. 2, in this method, an inclinometer (not shown) is installed and fixed to the rotary excavation rod b in an arbitrary direction in the circumferential direction. The rotary excavation machine A (see FIG. 1) is provided with a rotation angle measuring device 1 that measures the rotation angle of the rotary excavation rod b with reference to the installation orientation of the tilt meter.

この場合、傾斜計に鉛直方向に対して2方向の傾斜を測定する2方向計測型を用いる。この傾斜計は、鉛直方向に対して2方向(X方向及びY方向)の傾斜を測定する傾斜センサ、外部から送信される制御信号やこの傾斜センサで計測した傾斜角度の計測信号などを送受信する無線方式の通信部、これら傾斜センサ、通信部を制御する制御部などを備える。この傾斜計を、回転掘削ロッドbの内部先端に、傾斜計の向きとされる方向を回転掘削ロッドbの円周方向任意の方向に向けて、埋め込み設置する。この傾斜計で地盤に回転下降中の回転掘削ロッドbの鉛直度又はこの回転掘削ロッドbが傾斜した場合の傾きを計測する。 In this case, a two-way measurement type that measures the inclination in two directions with respect to the vertical direction is used for the inclinometer. This tilt meter sends and receives a tilt sensor that measures tilt in two directions (X and Y directions) with respect to the vertical direction, a control signal transmitted from the outside, and a tilt angle measurement signal measured by this tilt sensor. It is equipped with a wireless communication unit, these tilt sensors, a control unit that controls the communication unit, and the like. This inclinometer is embedded and installed in the inner tip of the rotary excavation rod b so that the direction of the inclinometer is any direction in the circumferential direction of the rotary excavation rod b. With this tilt meter, the verticality of the rotary excavation rod b rotating and descending to the ground or the inclination when the rotary excavation rod b is tilted is measured.

また、この場合、回転角度計測装置1として、回転掘削ロッドbの外周面に傾斜計の設置向きを基準にして一定の角度間隔で複数の異なる認識マーカー101を付設し、回転掘削ロッドbの周囲に、各認識マーカー101の回転角度を計測するための目盛り102と、回転掘削ロッドbの各認識マーカー101を目盛り102とともに撮像する撮像装置103とを設置する。この場合、認識マーカー101として、回転掘削ロッドbの外周面に、当該外周面において傾斜計の設置向き、すなわち傾斜計の向きとされる方向に対応する面の中心から回転掘削ロッドbの周方向に90°間隔で回転掘削ロッドbの長さ方向に延びる、色分けした4本の直線を付す。かくして回転掘削ロッドbの外周面の4本の直線のうち、傾斜計の設置向きに対応する方向の1本の直線に回転掘削ロッドbの回転角度0(ゼロ)°を設定する。これにより、他の直線は順次90°、180°、270°の角度位置を表すものとなる。目盛り102は、回転掘削ロッドbを挿通可能に回転掘削ロッドbの直径よりも少し大きいリングで外周面に任意の1箇所から周方向に主目盛り5°の間隔で0°、5°、10°、15°などと、さらに補助目盛り1°の間隔で角度目盛りを付したものになっている。なお、目盛り102の角度目盛りは数字に代えて各種の文字や記号又は図などで表してもよい。この目盛り102を回転式掘削機械Aの一部に取り付けて、回転掘削ロッドbの周囲に配置する。ここでは回転式掘削機械Aにアースオーガを使用するので、この目盛り102をリーダーcの下部に取り付けて、地盤に回転下降される回転掘削ロッドbの周囲に配置する。撮像装置103にはカメラを使用し、カメラで回転掘削ロッドbの各認識マーカー101を目盛り102とともに撮影可能に回転式掘削機械Aに設置して、回転掘削ロッドbの周辺に配置する。ここではカメラをリーダーcの下部で目盛り102に対して上方に設置する。このようにアースオーガを含む回転式掘削機械Aに回転角度計測装置1を併設して、カメラで、地盤に回転下降中の回転掘削ロッドbの各認識マーカー101を目盛り102とともに撮像し、撮像された画像を基に回転掘削ロッドbの回転角度を計測する。 Further, in this case, as the rotation angle measuring device 1, a plurality of different recognition markers 101 are attached to the outer peripheral surface of the rotation excavation rod b at regular intervals with reference to the installation orientation of the tilt gauge, and the circumference of the rotation excavation rod b. A scale 102 for measuring the rotation angle of each recognition marker 101 and an image pickup device 103 for imaging each recognition marker 101 of the rotary excavation rod b together with the scale 102 are installed. In this case, as the recognition marker 101, on the outer peripheral surface of the rotary excavation rod b, the circumferential direction of the rotary excavation rod b from the center of the surface corresponding to the direction in which the tilt meter is installed, that is, the direction of the tilt meter. Four color-coded straight lines extending in the length direction of the rotary excavation rod b are attached at intervals of 90 °. Thus, the rotation angle of the rotary excavation rod b is set to 0 (zero) ° on one of the four straight lines on the outer peripheral surface of the rotary excavation rod b in the direction corresponding to the installation direction of the inclinometer. As a result, the other straight lines sequentially represent the angular positions of 90 °, 180 °, and 270 °. The scale 102 is a ring slightly larger than the diameter of the rotary excavation rod b so that the rotary excavation rod b can be inserted. , 15 °, etc., and an auxiliary scale with an angle scale at intervals of 1 °. The angle scale of the scale 102 may be represented by various characters, symbols, figures, or the like instead of numbers. The scale 102 is attached to a part of the rotary excavation machine A and arranged around the rotary excavation rod b. Here, since the earth auger is used for the rotary excavation machine A, the scale 102 is attached to the lower part of the leader c and arranged around the rotary excavation rod b which is rotationally lowered to the ground. A camera is used as the image pickup apparatus 103, and each recognition marker 101 of the rotary excavation rod b is installed on the rotary excavation machine A so as to be photographable together with the scale 102, and is arranged around the rotary excavation rod b. Here, the camera is installed below the reader c and above the scale 102. In this way, the rotation angle measuring device 1 is attached to the rotary excavation machine A including the earth auger, and each recognition marker 101 of the rotary excavation rod b rotating and descending to the ground is imaged together with the scale 102 and imaged. The rotation angle of the rotary excavation rod b is measured based on the image.

このようにして本方法では、カメラで、地盤に回転下降中の回転掘削ロッドbの認識マーカー101を目盛り102とともに撮影し、この画像を基に回転掘削ロッドbの回転角度を計測する。そして、この回転掘削ロッドbの回転角度により傾斜計の向きを算出して、この傾斜計により回転掘削ロッドbの傾きの方向及び角度を計測する。 In this way, in this method, the recognition marker 101 of the rotary excavation rod b rotating and descending to the ground is photographed together with the scale 102 by the camera, and the rotation angle of the rotary excavation rod b is measured based on this image. Then, the direction of the tilt meter is calculated from the rotation angle of the rotary excavation rod b, and the direction and angle of the inclination of the rotary excavation rod b are measured by this tilt meter.

図1、図2により、この実施の形態での施工例を示す。図1、図2を参照すると、施工前に、アースオーガの回転駆動部aの先端に、掘削する地盤の深度に応じて、複数の回転掘削ロッドbを接続する。また、施工中も、掘削する地盤の深度に応じて、回転掘削ロッドbを継ぎ足しする。各回転掘削ロッドbには、傾斜計を(傾斜計の設置向きを)回転掘削ロッドbの円周上同一の方向に向けて設置固定してある。この施工前に、各回転掘削ロッドbの4本の直線からなる認識マーカー101のうち、回転角度0度の認識マーカー101と目盛り102の角度0度とを合わせておく。 1 and 2 show an example of construction in this embodiment. Referring to FIGS. 1 and 2, a plurality of rotary excavation rods b are connected to the tip of the rotary drive portion a of the earth auger according to the depth of the ground to be excavated before the construction. Further, even during construction, a rotary excavation rod b is added according to the depth of the ground to be excavated. An inclinometer is installed and fixed to each rotary excavation rod b so that the inclinometer is installed and fixed in the same direction on the circumference of the rotary excavation rod b. Before this construction, of the recognition marker 101 composed of four straight lines of each rotary excavation rod b, the recognition marker 101 having a rotation angle of 0 degrees and the angle 0 degree of the scale 102 are aligned.

図1、図2に示すように、施工に当たり、アースオーガの回転駆動部aを回転駆動して、各回転掘削ロッドbを回転下降させ、地盤に所定の掘削深度まで掘削孔を掘削する。この回転掘削ロッドbで地盤を削孔する間、各回転掘削ロッドbをリング状の目盛り2に通し通過させながら、各回転掘削ロッドb毎にリーダーcに固定したカメラで各認識マーカー101を目盛り102とともに動画で撮影する。そして、この動画を基に各回転掘削ロッドbの回転角度を計測する。この場合、カメラで撮影した動画、すなわち、カメラで読み取られた各回転掘削ロッドbの各認識マーカー101と目盛り102とをパソコンやタブレット端末に既存の計測ソフトにより取り込み、各回転掘削ロッドbの各認識マーカー101と目盛り102の画像情報から各回転掘削ロッドbの回転角度を計測し、この回転角度から傾斜計の向きを算出する。この傾斜計の向きはパソコンやタブレット端末のディスプレイに表示される。 As shown in FIGS. 1 and 2, in the construction, the rotary drive unit a of the earth auger is rotationally driven to rotate and lower each rotary excavation rod b, and an excavation hole is excavated in the ground to a predetermined excavation depth. While drilling the ground with the rotary excavation rod b, each rotary excavation rod b is passed through the ring-shaped scale 2 and the scale of each recognition marker 101 is scaled by a camera fixed to the leader c for each rotary excavation rod b. Take a video with 102. Then, the rotation angle of each rotary excavation rod b is measured based on this moving image. In this case, the moving image taken by the camera, that is, the recognition marker 101 and the scale 102 of each rotary excavation rod b read by the camera are taken into a personal computer or a tablet terminal by the existing measurement software, and each of the rotary excavation rods b. The rotation angle of each rotary excavation rod b is measured from the image information of the recognition marker 101 and the scale 102, and the direction of the inclinometer is calculated from this rotation angle. The orientation of this inclinometer is displayed on the display of a personal computer or tablet terminal.

そして、この向きを特定された傾斜計で回転下降中の回転掘削ロッドbの傾きの方向及び角度を計測する。この場合、傾斜計で回転下降中の回転掘削ロッドbの傾きの方向及び角度が自動計測され、この計測データが、無線方式の通信部によりパソコンやタブレット端末に自動送信され、回転掘削ロッドbの傾きの方向及び角度がパソコンやタブレット端末のディスプレイに表示される。 Then, the direction and angle of the inclination of the rotary excavation rod b during the rotational descent are measured by the inclined meter whose direction is specified. In this case, the tilt direction and angle of the rotary excavation rod b during rotation and descent are automatically measured by the tilt meter, and this measurement data is automatically transmitted to the personal computer or tablet terminal by the wireless communication unit, and the rotary excavation rod b The direction and angle of tilt are displayed on the display of a personal computer or tablet terminal.

この回転掘削ロッドbの傾きの方向及び角度から、掘削孔の鉛直性又は掘削孔が傾斜した場合はどの方向に鉛直方向に対してどの程度の角度で傾いているかを把握することができる。 From the direction and angle of inclination of the rotary excavation rod b, it is possible to grasp the verticality of the excavation hole or, when the excavation hole is inclined, in which direction and at what angle with respect to the vertical direction.

以上説明したように、本方法の第1の実施の形態では、傾斜計を回転掘削ロッドbに円周方向任意の方向に向けて設置固定する。アースオーガを含む回転式掘削機械Aに、傾斜計の設置向きを基準にして回転掘削ロッドbの回転角度を計測する回転角度計測装置1として、回転掘削ロッドbの外周面に傾斜計の設置向きを基準にして一定の角度間隔で複数の異なる認識マーカー101を付設し、回転掘削ロッドbの周囲に、各認識マーカー101の回転角度を計測するための目盛り2と、回転掘削ロッドbの各認識マーカー101を目盛り102とともに撮像する撮像装置103とを設置する。このようにして地盤に回転下降中の回転掘削ロッドbの回転角度を回転角度計測装置1により計測することにより傾斜計の向きを算出して、当該傾斜計により回転掘削ロッドbの回転時又は静止時の傾きの方向及び角度を計測するので、傾斜計を予め回転掘削ロッドb内に設置固定して、地盤に回転下降させる回転掘削ロッドbの回転時又は静止時の傾きの方向及び角度を簡易かつ確実に、しかもリアルタイムに計測することができる。 As described above, in the first embodiment of the present method, the inclinometer is installed and fixed to the rotary excavation rod b in any direction in the circumferential direction. As a rotation angle measuring device 1 for measuring the rotation angle of the rotation excavation rod b based on the installation direction of the inclination meter on the rotary excavation machine A including the earth auger, the installation direction of the inclination meter on the outer peripheral surface of the rotation excavation rod b. A plurality of different recognition markers 101 are attached at regular angular intervals based on the above, and a scale 2 for measuring the rotation angle of each recognition marker 101 and each recognition of the rotary excavation rod b are attached around the rotary excavation rod b. An image pickup device 103 that captures an image of the marker 101 together with the scale 102 is installed. In this way, the direction of the tilt meter is calculated by measuring the rotation angle of the rotary excavation rod b rotating and descending to the ground by the rotation angle measuring device 1, and the rotation excavation rod b is rotating or stationary by the inclination meter. Since the direction and angle of inclination at time are measured, an inclination meter is installed and fixed in the rotary excavation rod b in advance, and the direction and angle of inclination of the rotary excavation rod b that rotates and descends to the ground can be simplified. It is possible to measure reliably and in real time.

また、本方法によれば、回転式掘削機械Aの動作を停止せずに回転掘削ロッドbの傾きを計測するので、施工全般を円滑に進捗させることができる。さらに、回転掘削ロッドbの傾きの計測にカメラを使用することで、施工プロセスや回転掘削ロッドbの動作を併せて記録でき、明確な確認データとすることができる。 Further, according to this method, since the inclination of the rotary excavation rod b is measured without stopping the operation of the rotary excavation machine A, the entire construction can be smoothly progressed. Furthermore, by using a camera to measure the inclination of the rotary excavation rod b, the construction process and the operation of the rotary excavation rod b can be recorded together, and clear confirmation data can be obtained.

(実施の形態2)
図3に第2の実施の形態を示している。図3に示すように、本方法では、傾斜計(図示省略)を回転掘削ロッドbに円周方向任意の方向に向けて設置固定する。回転式掘削機械A(図1参照)に、傾斜計の設置向きを基準にして回転掘削ロッドbの回転角度を計測する回転角度計測装置1を併設する。
(Embodiment 2)
FIG. 3 shows a second embodiment. As shown in FIG. 3, in this method, an inclinometer (not shown) is installed and fixed to the rotary excavation rod b in an arbitrary direction in the circumferential direction. The rotary excavation machine A (see FIG. 1) is provided with a rotation angle measuring device 1 that measures the rotation angle of the rotary excavation rod b with reference to the installation orientation of the tilt meter.

この場合、傾斜計については、第1の実施の形態と同様である。ここではその重複する説明を省略する。 In this case, the inclinometer is the same as in the first embodiment. Here, the duplicate description will be omitted.

また、この場合、回転角度計測装置1として、回転掘削ロッドbの外周面に傾斜計の設置向きを基準にして回転角度目盛り104を連続的に付設し、回転掘削ロッドbの周囲に、回転掘削ロッドbの回転角度目盛り104を撮像する撮像装置105を設置する。この場合、回転掘削ロッドbの外周面に、回転角度目盛り104を、当該外周面において傾斜計の設置向き、すなわち傾斜計の向きとされる方向に対応する面の中心から回転掘削ロッドの周方向に例えば1°毎になど単位角度毎に、棒状に長さを回転角度の大きさに正比例させて漸次長くなるように連続的に表示して付設する。撮像装置105にはカメラを使用し、カメラで回転掘削ロッドbの回転角度目盛り104を撮影可能にカメラを回転式掘削機械Aに設置して、回転掘削ロッドbの周辺に配置する。ここでは回転式掘削機械Aにアースオーガを使用するので、カメラを回転角度目盛り104の撮影に適したリーダーcの適宜の位置に取り付ける。このようにアースオーガを含む回転式掘削機械Aに回転角度計測装置1を併設して、カメラで、地盤に回転下降中の回転掘削ロッドbの回転角度目盛り104を撮影し、撮影された画像を基に回転掘削ロッドbの回転角度を計測する。 Further, in this case, as the rotation angle measuring device 1, a rotation angle scale 104 is continuously attached to the outer peripheral surface of the rotation excavation rod b with reference to the installation direction of the tilt meter, and rotation excavation is performed around the rotation excavation rod b. An image pickup device 105 for imaging the rotation angle scale 104 of the rod b is installed. In this case, the rotation angle scale 104 is set on the outer peripheral surface of the rotary excavation rod b in the circumferential direction of the rotary excavation rod from the center of the surface corresponding to the installation direction of the inclinometer, that is, the direction of the inclinometer on the outer peripheral surface. For example, every unit angle, such as every 1 °, is attached by continuously displaying the length in a rod shape in direct proportion to the size of the rotation angle so that the length gradually increases. A camera is used as the image pickup apparatus 105, and the camera is installed in the rotary excavation machine A so that the rotation angle scale 104 of the rotary excavation rod b can be photographed by the camera, and is arranged around the rotary excavation rod b. Here, since the earth auger is used for the rotary excavation machine A, the camera is attached to an appropriate position of the leader c suitable for photographing the rotation angle scale 104. In this way, the rotation angle measuring device 1 is attached to the rotary excavation machine A including the earth auger, and the rotation angle scale 104 of the rotation excavation rod b rotating and descending to the ground is photographed by the camera, and the photographed image is taken. Based on this, the rotation angle of the rotary excavation rod b is measured.

このようにして本方法では、カメラで、地盤に回転下降中の回転掘削ロッドbの回転角度目盛り104を撮影し、この撮影された画像を基に回転掘削ロッドbの回転角度を計測する。そして、この回転掘削ロッドbの回転角度により傾斜計の向きを算出して、この傾斜計により、回転掘削ロッドbの傾きの方向及び角度を計測する。 In this way, in this method, the rotation angle scale 104 of the rotary excavation rod b rotating and descending to the ground is photographed by the camera, and the rotation angle of the rotary excavation rod b is measured based on the photographed image. Then, the direction of the tilt meter is calculated from the rotation angle of the rotary excavation rod b, and the direction and angle of the inclination of the rotary excavation rod b are measured by this tilt meter.

図1、図3により、この実施の形態での施工例を示す。図1、図3を参照すると、施工前に、アースオーガの回転駆動部aの先端に、掘削する地盤の深度に応じて、複数の回転掘削ロッドbを接続する。また、施工中も、掘削する地盤の深度に応じて、回転掘削ロッドbを継ぎ足しする。回転掘削ロッドbには、既述のとおり、傾斜計を(傾斜計の設置向きを)回転掘削ロッドbの円周上同一の方向に向けて設置固定してある。そして、この施工前に、各回転掘削ロッドbの回転角度目盛り104の0度をカメラに合わせておく。 1 and 3 show an example of construction in this embodiment. Referring to FIGS. 1 and 3, a plurality of rotary excavation rods b are connected to the tip of the rotary drive unit a of the earth auger according to the depth of the ground to be excavated before the construction. Further, even during construction, a rotary excavation rod b is added according to the depth of the ground to be excavated. As described above, the inclinometer is installed and fixed to the rotary excavation rod b so that the inclinometer is installed and fixed in the same direction on the circumference of the rotary excavation rod b. Then, before this construction, 0 degree of the rotation angle scale 104 of each rotation excavation rod b is adjusted to the camera.

図1、図3に示すように、施工に当たり、アースオーガの回転駆動部aを回転駆動して、各回転掘削ロッドbを回転下降させ、地盤に掘削孔を所定の掘削深度まで掘削する。この回転掘削ロッドbで地盤を削孔する間、各回転掘削ロッドb毎にリーダーcに固定したカメラで回転角度目盛り104を動画で撮影する。そして、この動画を基に各回転掘削ロッドbの回転角度を計測する。この場合、カメラで撮影した動画、すなわち、カメラで読み取られた各回転掘削ロッドbの回転角度目盛り104、ここでは柱の長さをパソコンやタブレット端末に既存の計測ソフトにより取り込み、各回転掘削ロッドbの回転角度目盛り104の画像情報から、各回転掘削ロッドbの回転角度を計測し、この回転角度から傾斜計の向きを算出する。この傾斜計の向きはパソコンやタブレット端末のディスプレイに表示される。 As shown in FIGS. 1 and 3, in the construction, the rotary drive unit a of the earth auger is rotationally driven to rotate and lower each rotary excavation rod b, and an excavation hole is excavated in the ground to a predetermined excavation depth. While the ground is drilled with the rotary excavation rod b, the rotation angle scale 104 is photographed as a moving image with a camera fixed to the leader c for each rotary excavation rod b. Then, the rotation angle of each rotary excavation rod b is measured based on this moving image. In this case, the moving image taken by the camera, that is, the rotation angle scale 104 of each rotary excavation rod b read by the camera, here, the length of the pillar is taken into a personal computer or a tablet terminal by the existing measurement software, and each rotary excavation rod. From the image information of the rotation angle scale 104 of b, the rotation angle of each rotation excavation rod b is measured, and the direction of the inclinometer is calculated from this rotation angle. The orientation of this inclinometer is displayed on the display of a personal computer or tablet terminal.

そして、この向きを特定された傾斜計で回転下降中の回転掘削ロッドbの傾きの方向及び角度を計測する。この場合、傾斜計で回転下降中の回転掘削ロッドbの傾きの方向及び角度が自動計測され、この計測データが、無線方式の通信部によりパソコンやタブレット端末に送信され、回転掘削ロッドbの傾きの方向及び角度がパソコンやタブレット端末のディスプレイに表示される。 Then, the direction and angle of the inclination of the rotary excavation rod b during the rotational descent are measured by the inclined meter whose direction is specified. In this case, the tilt direction and angle of the rotary excavation rod b during rotation and descent are automatically measured by the tilt meter, and this measurement data is transmitted to a personal computer or tablet terminal by the wireless communication unit, and the tilt of the rotary excavation rod b is tilted. The direction and angle of are displayed on the display of a personal computer or tablet terminal.

この回転掘削ロッドbの傾きの方向及び角度から、掘削孔の鉛直性又は掘削孔が傾斜した場合はどの方向に鉛直方向に対してどの程度の角度で傾いているかを把握することができる。 From the direction and angle of inclination of the rotary excavation rod b, it is possible to grasp the verticality of the excavation hole or, when the excavation hole is inclined, in which direction and at what angle with respect to the vertical direction.

以上説明したように、本方法の第2の実施の形態では、傾斜計を回転掘削ロッドbに円周方向任意の方向に向けて設置固定する。アースオーガを含む回転式掘削機械Aに、傾斜計の設置向きを基準にして回転掘削ロッドbの回転角度を計測する回転角度計測装置1として、回転掘削ロッドbの外周面に傾斜計の設置向きを基準にして回転角度目盛り104を連続的に付設し、回転掘削ロッドbの周囲に、回転掘削ロッドbの回転角度目盛り104を撮像する撮像装置105を設置する。このようにして地盤に回転下降中の回転掘削ロッドbの回転角度を回転角度計測装置1により計測することにより傾斜計の向きを算出して、当該傾斜計により回転掘削ロッドbの回転時又は静止時の傾きの方向及び角度を計測する。このようにしても上記第1の実施の形態と同様の作用効果を奏することができる。 As described above, in the second embodiment of the present method, the inclinometer is installed and fixed to the rotary excavation rod b in any direction in the circumferential direction. As a rotation angle measuring device 1 for measuring the rotation angle of the rotation excavation rod b based on the installation direction of the inclination meter on the rotary excavation machine A including the earth auger, the installation direction of the inclination meter on the outer peripheral surface of the rotation excavation rod b. The rotation angle scale 104 is continuously attached with reference to the above, and an image pickup device 105 for imaging the rotation angle scale 104 of the rotation excavation rod b is installed around the rotation excavation rod b. In this way, the direction of the tilt meter is calculated by measuring the rotation angle of the rotary excavation rod b rotating and descending to the ground by the rotation angle measuring device 1, and the rotation excavation rod b is rotating or stationary by the inclination meter. Measure the direction and angle of tilt of time. Even in this way, the same effect as that of the first embodiment can be obtained.

(実施の形態3)
図4に第3の実施の形態を示している。図4に示すように、本方法では、傾斜計(図示省略)を回転掘削ロッドbに円周方向任意の方向に向けて設置固定する。回転式掘削機械A(図1参照)に、傾斜計の設置向きを基準にして回転掘削ロッドbの回転角度を計測する回転角度計測装置1を併設する。
(Embodiment 3)
FIG. 4 shows a third embodiment. As shown in FIG. 4, in this method, an inclinometer (not shown) is installed and fixed to the rotary excavation rod b in an arbitrary direction in the circumferential direction. The rotary excavation machine A (see FIG. 1) is provided with a rotation angle measuring device 1 that measures the rotation angle of the rotary excavation rod b with reference to the installation orientation of the tilt meter.

この場合、傾斜計については、第1の実施の形態と同様である。ここではその重複する説明を省略する。 In this case, the inclinometer is the same as in the first embodiment. Here, the duplicate description will be omitted.

また、この場合、回転角度計測装置1として、回転掘削ロッドbの外周面に傾斜計の設置向きに対応して一つの認識マーカー106を付設し、回転掘削ロッドbの周囲に、回転掘削ロッドbの認識マーカー106を撮像する撮像装置107を設置する。この場合、認識マーカー106として、回転掘削ロッドbの外周面に、当該外周面において傾斜計の設置向き、すなわち傾斜計の向きとされる方向に対応する面の中心を通り、回転掘削ロッドbの長さ方向に延びる1本の直線を付す。撮像装置107にはカメラを使用し、カメラで回転掘削ロッドbの認識マーカー106を撮影可能に回転式掘削機械Aに設置して、回転掘削ロッドbの周辺に配置する。ここでは回転式掘削機械Aにアースオーガを使用するので、カメラをリーダーcの下部に取り付ける。このようにアースオーガを含む回転式掘削機械Aに回転角度計測装置1を併設して、カメラで、地盤に回転下降中の回転掘削ロッドbを撮影し、カメラと認識マーカー106が正対する毎に、回転掘削ロッドbの回転角度を0°と計測する。 Further, in this case, as the rotation angle measuring device 1, one recognition marker 106 is attached to the outer peripheral surface of the rotation excavation rod b corresponding to the installation direction of the tilt meter, and the rotation excavation rod b is surrounded around the rotation excavation rod b. An image pickup device 107 for imaging the recognition marker 106 of the above is installed. In this case, as the recognition marker 106, the outer peripheral surface of the rotary excavation rod b passes through the center of the surface corresponding to the direction in which the inclinometer is installed, that is, the direction of the inclinometer on the outer peripheral surface of the rotary excavation rod b. A straight line extending in the length direction is attached. A camera is used as the image pickup apparatus 107, and the recognition marker 106 of the rotary excavation rod b is installed in the rotary excavation machine A so that the image can be photographed by the camera, and is arranged around the rotary excavation rod b. Here, since the earth auger is used for the rotary excavation machine A, the camera is attached to the lower part of the reader c. In this way, the rotation angle measuring device 1 is attached to the rotary excavation machine A including the earth auger, and the rotary excavation rod b rotating and descending to the ground is photographed by the camera, and every time the camera and the recognition marker 106 face each other. , The rotation angle of the rotary excavation rod b is measured as 0 °.

このようにして本方法では、カメラで、地盤に回転下降中の回転掘削ロッドbを撮影し、カメラと認識マーカー106が正対する毎に、回転掘削ロッドbの回転角度を0°と計測する。そして、この回転掘削ロッドbの回転角度により傾斜計の向きを算出して、この傾斜計により、回転掘削ロッドの傾きの方向及び角度を計測する。 In this way, in this method, the rotary excavation rod b rotating and descending to the ground is photographed by the camera, and the rotation angle of the rotary excavation rod b is measured as 0 ° each time the camera and the recognition marker 106 face each other. Then, the direction of the tilt meter is calculated from the rotation angle of the rotary excavation rod b, and the direction and angle of the inclination of the rotary excavation rod are measured by this tilt meter.

図1、図4により、この実施の形態での施工例を示す。図1、図4を参照すると、施工前に、アースオーガの回転駆動部aの先端に、掘削する地盤の深度に応じて、複数の回転掘削ロッドbを接続する。また、施工中も、掘削する地盤の深度に応じて、回転掘削ロッドbを継ぎ足しする。各回転掘削ロッドbには、傾斜計を(傾斜計の設置向きを)回転掘削ロッドbの円周上同一の方向に向けて設置固定してある。 1 and 4 show an example of construction in this embodiment. Referring to FIGS. 1 and 4, a plurality of rotary excavation rods b are connected to the tip of the rotary drive unit a of the earth auger according to the depth of the ground to be excavated before the construction. Further, even during construction, a rotary excavation rod b is added according to the depth of the ground to be excavated. An inclinometer is installed and fixed to each rotary excavation rod b so that the inclinometer is installed and fixed in the same direction on the circumference of the rotary excavation rod b.

図1、図4に示すように、施工に当たり、アースオーガの回転駆動部aを回転駆動して、各回転掘削ロッドbを回転下降させ、地盤に掘削孔を所定の掘削深度まで掘削する。この回転掘削ロッドbで地盤を削孔する間、リーダーcに固定したカメラで各回転掘削ロッドb毎に各認識マーカー106を撮影し、カメラと認識マーカー106が正対する毎に、回転掘削ロッドbの回転角度を0°と計測する。この場合、カメラで撮影した動画、すなわち、カメラで読み取られた各回転掘削ロッドbの各認識マーカー106をパソコンやタブレット端末に既存の計測ソフトにより取り込み、各回転掘削ロッドbの各認識マーカー106の画像情報から、各回転掘削ロッドbの回転角度を0°と自動計測し、この回転角度から傾斜計の向きを算出する。この場合、傾斜計が回転掘削ロッドbに取り付けたときと同じ向きにあると認識される。この傾斜計の向きはパソコンやタブレット端末のディスプレイに表示される。 As shown in FIGS. 1 and 4, in the construction, the rotary drive unit a of the earth auger is rotationally driven to rotate and lower each rotary excavation rod b, and an excavation hole is excavated in the ground to a predetermined excavation depth. While drilling the ground with the rotary excavation rod b, each recognition marker 106 is photographed for each rotary excavation rod b with a camera fixed to the leader c, and each time the camera and the recognition marker 106 face each other, the rotary excavation rod b The rotation angle of is measured as 0 °. In this case, the moving image taken by the camera, that is, each recognition marker 106 of each rotary excavation rod b read by the camera is taken into a personal computer or a tablet terminal by the existing measurement software, and each recognition marker 106 of each rotary excavation rod b is taken. From the image information, the rotation angle of each rotary excavation rod b is automatically measured as 0 °, and the direction of the inclinometer is calculated from this rotation angle. In this case, it is recognized that the inclinometer is in the same orientation as when it is attached to the rotary excavation rod b. The orientation of this inclinometer is displayed on the display of a personal computer or tablet terminal.

そして、この向きを特定された傾斜計で回転下降中の回転掘削ロッドbの傾きの方向及び角度を計測する。この場合、傾斜計で回転下降中の回転掘削ロッドbの傾きの方向及び
角度が自動計測され、この計測データが、無線方式の通信部によりパソコンやタブレット端末に送信され、回転掘削ロッドbの傾きの方向及び角度がパソコンやタブレット端末のディスプレイに表示される。
Then, the direction and angle of the inclination of the rotary excavation rod b during the rotational descent are measured by the inclined meter whose direction is specified. In this case, the tilt direction and angle of the rotary excavation rod b during rotation and descent are automatically measured by the tilt meter, and this measurement data is transmitted to a personal computer or tablet terminal by the wireless communication unit, and the tilt of the rotary excavation rod b is tilted. The direction and angle of are displayed on the display of a personal computer or tablet terminal.

この回転掘削ロッドbの傾きの方向及び角度から、掘削孔の鉛直性又は掘削孔が傾斜した場合はどの方向に鉛直方向に対してどの程度の角度で傾いているかを把握することができる。 From the direction and angle of inclination of the rotary excavation rod b, it is possible to grasp the verticality of the excavation hole or, when the excavation hole is inclined, in which direction and at what angle with respect to the vertical direction.

以上説明したように、本方法の第3の実施の形態では、傾斜計を回転掘削ロッドbに円周方向任意の方向に向けて設置固定する。アースオーガを含む回転式掘削機械Aに、傾斜計の設置向きを基準にして回転掘削ロッドbの回転角度を計測する回転角度計測装置1として、回転掘削ロッドbの外周面に傾斜計の設置向きに対応して一つの認識マーカー106を付設し、回転掘削ロッドbの周囲に、回転掘削ロッドbの認識マーカー106を撮像する撮像装置107を設置する。このようにして地盤に回転下降中の回転掘削ロッドbの回転角度を回転角度計測装置1により計測することによりその時点での傾斜計の傾きの方向を算出する。この場合、回転掘削ロッドbの回転角度0°を計測することにより、傾斜計の向きとして傾斜計の取り付け時当初と同じ向きを算出し、当該傾斜計により、回転掘削ロッドbの回転時又は静止時の傾きの方向及び角度を計測する。このようにしても上記第1の実施の形態と同様の作用効果を奏することができる。 As described above, in the third embodiment of the present method, the inclinometer is installed and fixed to the rotary excavation rod b in any direction in the circumferential direction. As a rotation angle measuring device 1 for measuring the rotation angle of the rotary excavation rod b based on the installation direction of the tilt meter on the rotary excavation machine A including the earth auger, the installation direction of the tilt meter on the outer peripheral surface of the rotary excavation rod b. One recognition marker 106 is attached to the above, and an image pickup device 107 for imaging the recognition marker 106 of the rotary excavation rod b is installed around the rotary excavation rod b. In this way, the rotation angle of the rotary excavation rod b rotating and descending to the ground is measured by the rotation angle measuring device 1, and the direction of inclination of the tilt meter at that time is calculated. In this case, by measuring the rotation angle of the rotary excavation rod b at 0 °, the same direction as when the tilt meter is attached is calculated as the direction of the tilt meter, and the tilt meter is used to rotate or stand still the rotary excavation rod b. Measure the direction and angle of tilt of time. Even in this way, the same effect as that of the first embodiment can be obtained.

(実施の形態4)
図5に第4の実施の形態を示している。図5に示すように、本方法では、傾斜計(図示省略)を回転掘削ロッドbに円周方向任意の方向に向けて設置固定する。回転式掘削機械Aに、傾斜計の設置向きを基準にして回転駆動部aの回転角度を計測する回転角度計測装置1を併設する。
(Embodiment 4)
FIG. 5 shows a fourth embodiment. As shown in FIG. 5, in this method, an inclinometer (not shown) is installed and fixed to the rotary excavation rod b in an arbitrary direction in the circumferential direction. The rotary excavation machine A is provided with a rotation angle measuring device 1 that measures the rotation angle of the rotation drive unit a with reference to the installation orientation of the tilt meter.

この場合、傾斜計については、第1の実施の形態と同様である。ここではその重複する説明を省略する。 In this case, the inclinometer is the same as in the first embodiment. Here, the duplicate description will be omitted.

また、この場合、回転角度計測装置1として、回転駆動部aに傾斜計の設置向きを基準にして回転駆動部aの回転角度を計測するエンコーダ108を設置する。この場合、回転駆動部aは、減速機構d、スピンドル(図示省略)、チャック(図示省略)などからなり、油圧モータeに作動連結されて、リーダーc上を上下方向に移動可能に配置される駆動ヘッドfに取り付けられる。この回転駆動部aは、スピンドルにチャックを介して回転掘削ロッドbを連結され、回転駆動部aが駆動ヘッドfとともにリーダーcに沿って下降され、油圧モータeの駆動により減速機構dを介してスピンドルが回転駆動されて、回転掘削ロッドbを回転下降するようになっている。そして、この回転駆動部aには減速機構dにエンコーダ108を付設して、このエンコーダ108により、回転掘削ロッドb内の傾斜計の設置向きに関連付けてスピンドルの回転角度を検出するようにしてある。このようにアースオーガを含む回転式掘削機械Aに回転角度計測装置1を併設して、回転駆動部aのエンコーダ108で、傾斜計の設置向きに関連付けて回転駆動部aのスピンドルの回転角度を計測することにより、地盤に回転下降中の回転掘削ロッドbの回転角度を計測する。 Further, in this case, as the rotation angle measuring device 1, an encoder 108 for measuring the rotation angle of the rotation drive unit a with reference to the installation direction of the tilt meter is installed in the rotation drive unit a. In this case, the rotary drive unit a is composed of a deceleration mechanism d, a spindle (not shown), a chuck (not shown), etc., is operatively connected to the hydraulic motor e, and is arranged so as to be movable in the vertical direction on the leader c. It is attached to the drive head f. In the rotary drive unit a, the rotary excavation rod b is connected to the spindle via a chuck, the rotary drive unit a is lowered along the leader c together with the drive head f, and the hydraulic motor e is driven via the deceleration mechanism d. The spindle is rotationally driven to rotate and lower the rotary excavation rod b. An encoder 108 is attached to the deceleration mechanism d in the rotary drive unit a, and the encoder 108 detects the rotation angle of the spindle in association with the installation direction of the tilt meter in the rotary excavation rod b. .. In this way, the rotation angle measuring device 1 is attached to the rotary excavation machine A including the earth auger, and the encoder 108 of the rotation drive unit a measures the rotation angle of the spindle of the rotation drive unit a in relation to the installation direction of the tilt meter. By measuring, the rotation angle of the rotary excavation rod b while rotating and descending to the ground is measured.

このようにして本方法では、エンコーダ108で、傾斜計の設置向きに関連付けて回転駆動部aのスピンドルの回転角度を計測し、このスピンドルの回転角度を基に地盤に回転下降中の回転掘削ロッドbの回転角度を計測する。そして、この回転掘削ロッドbの回転角度により傾斜計の向きを算出して、この傾斜計により、回転掘削ロッドbの傾きの方向及び角度を計測する。 In this way, in this method, the encoder 108 measures the rotation angle of the spindle of the rotation drive unit a in relation to the installation direction of the inclinometer, and the rotation excavation rod rotating and descending to the ground based on the rotation angle of this spindle. Measure the rotation angle of b. Then, the direction of the tilt meter is calculated from the rotation angle of the rotary excavation rod b, and the direction and angle of the inclination of the rotary excavation rod b are measured by this tilt meter.

図1、図5により、この実施の形態での施工例を示す。図1、図5を参照すると、施工前に、アースオーガの回転駆動部aの先端に、掘削する地盤の深度に応じて、複数の回転掘削ロッドbを接続する。また、施工中も、掘削する地盤の深度に応じて、回転掘削ロッドbを継ぎ足しする。各回転掘削ロッドbには、傾斜計を(傾斜計の設置向きを)回転掘削ロッドbの円周上同一の方向に向けて設置固定してある。この施工前に、エンコーダ108で、回転掘削ロッドb内の傾斜計の取り付け時当初の向きに対するスピンドルの回転角度を検出するようにしておく。 1 and 5 show an example of construction in this embodiment. Referring to FIGS. 1 and 5, a plurality of rotary excavation rods b are connected to the tip of the rotary drive unit a of the earth auger before construction, depending on the depth of the ground to be excavated. Further, even during construction, a rotary excavation rod b is added according to the depth of the ground to be excavated. An inclinometer is installed and fixed to each rotary excavation rod b so that the inclinometer is installed and fixed in the same direction on the circumference of the rotary excavation rod b. Prior to this construction, the encoder 108 is set to detect the rotation angle of the spindle with respect to the initial orientation when the inclinometer in the rotary excavation rod b is attached.

図1、図5に示すように、施工に当たり、アースオーガの回転駆動部aを回転駆動して、各回転掘削ロッドbを回転下降させ、地盤に掘削孔を所定の掘削深度まで掘削する。この回転掘削ロッドbで地盤を削孔する間、回転駆動部aのエンコーダ108でスピンドルの回転角度を検出する。そして、このスピンドルの回転角度を基に各回転掘削ロッドbの回転角度を計測する。この場合、エンコーダ108で検出したスピンドルの回転角度をパソコンやタブレット端末に既存の計測ソフトにより取り込み、このスピンドルの回転角度情報から各回転掘削ロッドbの回転角度を計測し、この回転角度から傾斜計の向きを算出する。この傾斜計の向きはパソコンやタブレット端末のディスプレイに表示される。 As shown in FIGS. 1 and 5, in the construction, the rotary drive unit a of the earth auger is rotationally driven to rotate and lower each rotary excavation rod b, and an excavation hole is excavated in the ground to a predetermined excavation depth. While drilling the ground with the rotary excavation rod b, the encoder 108 of the rotary drive unit a detects the rotation angle of the spindle. Then, the rotation angle of each rotary excavation rod b is measured based on the rotation angle of this spindle. In this case, the rotation angle of the spindle detected by the encoder 108 is taken into a personal computer or tablet terminal by existing measurement software, the rotation angle of each rotation excavation rod b is measured from the rotation angle information of this spindle, and the tilt meter is used from this rotation angle. Calculate the orientation of. The orientation of this inclinometer is displayed on the display of a personal computer or tablet terminal.

そして、この向きを特定された傾斜計で回転下降中の回転掘削ロッドbの傾斜角度を計測する。この場合、傾斜計で回転下降中の回転掘削ロッドbの傾きの方向及び角度が自動計測され、この計測データが、無線方式の通信部によりパソコンやタブレット端末に送信され、回転掘削ロッドbの傾きの方向及び角度がパソコンやタブレット端末のディスプレイに表示される。 Then, the inclination angle of the rotary excavation rod b during the rotational descent is measured by the inclinometer whose direction is specified. In this case, the tilt direction and angle of the rotary excavation rod b during rotation and descent are automatically measured by the tilt meter, and this measurement data is transmitted to a personal computer or tablet terminal by the wireless communication unit, and the tilt of the rotary excavation rod b is tilted. The direction and angle of are displayed on the display of a personal computer or tablet terminal.

この回転掘削ロッドbの傾きの方向及び角度から、掘削孔の鉛直性又は掘削孔が傾斜された場合は鉛直方向に対してどの方向にどの程度の角度で傾いているかを把握することができる。 From the direction and angle of inclination of the rotary excavation rod b, it is possible to grasp the verticality of the excavation hole or, when the excavation hole is inclined, in what direction and at what angle with respect to the vertical direction.

以上説明したように、本方法の第4の実施の形態では、傾斜計を回転掘削ロッドbに円周方向任意の方向に向けて設置固定する。アースオーガを含む回転式掘削機械Aに、回転角度計測装置1として、回転駆動部aに傾斜計の設置向きを基準にして回転駆動部aの回転角度を計測するエンコーダ108を設置する。このようにして地盤に回転下降中の回転掘削ロッドbの回転角度を回転角度計測装置1により計測することにより傾斜計の向きを算出して、当該傾斜計により回転掘削ロッドbの回転時又は静止時の傾きの方向及び角度を計測する。このようにしても上記第1の実施の形態と同様の作用効果を奏することができる。 As described above, in the fourth embodiment of the present method, the inclinometer is installed and fixed to the rotary excavation rod b in any direction in the circumferential direction. In the rotary excavation machine A including the earth auger, as the rotation angle measuring device 1, an encoder 108 for measuring the rotation angle of the rotation drive unit a with reference to the installation direction of the tilt meter is installed in the rotation drive unit a. In this way, the direction of the tilt meter is calculated by measuring the rotation angle of the rotary excavation rod b rotating and descending to the ground by the rotation angle measuring device 1, and the rotation excavation rod b is rotating or stationary by the inclination meter. Measure the direction and angle of tilt of time. Even in this way, the same effect as that of the first embodiment can be obtained.

なお、上記各実施の形態では、傾斜計に2方向計測型を用いたが、この傾斜計に鉛直方向に対して1方向の傾斜を測定する1方向計測型を用いてもよい。このようにしても上記各実施の形態と同様の作用効果を奏することができる。 In each of the above embodiments, a two-way measurement type is used for the inclinometer, but a one-way measurement type for measuring the inclination in one direction with respect to the vertical direction may be used for the inclinometer. Even in this way, the same effects as those of the above-described embodiments can be obtained.

また、上記各実施の形態では、傾斜計を回転掘削ロッドの内部先端に埋め込み設置したが、回転掘削ロッドの外周面に傾斜計の収納凹部を形成して、傾斜計をこの収納凹部に一体的に設置固定してもよい。このようにしても上記各実施の形態と同様の作用効果を奏することができる。 Further, in each of the above embodiments, the inclinometer is embedded and installed in the inner tip of the rotary excavation rod, but a storage recess for the inclinometer is formed on the outer peripheral surface of the rotary excavation rod, and the inclinometer is integrated in the storage recess. It may be installed and fixed in. Even in this way, the same effects as those of the above-described embodiments can be obtained.

さらに、上記第1乃至第3の実施の形態では、回転角度計測装置に、認識マーカー又は回転角度目盛りとカメラなどの撮像装置を用いたが、これら認識マーカー又は回転角度目盛り、カメラに代えて、各種の情報を有する表示手段、この情報を読み取る各種のセンサーを採用してもよい。また、第4の実施の形態では、回転角度計測装置にエンコーダを用いたが、エンコーダに代えて各種のセンサーを採用してもよい。このようにしても上記各実施の形態と同様の作用効果を奏することができる。 Further, in the first to third embodiments, the recognition marker or the rotation angle scale and an image pickup device such as a camera are used as the rotation angle measuring device, but instead of these recognition markers or the rotation angle scale and the camera, A display means having various kinds of information and various sensors for reading this information may be adopted. Further, in the fourth embodiment, the encoder is used for the rotation angle measuring device, but various sensors may be adopted instead of the encoder. Even in this way, the same effects as those of the above-described embodiments can be obtained.

A 回転式掘削機械
a 回転駆動部
b 回転掘削ロッド
c リーダー
d 減速機構
e 油圧モータ
f 駆動ヘッド
1 回転角度計測装置
101 認識マーカー
102 目盛り
103 撮像装置
104 回転角度目盛り
105 撮像装置
106 認識マーカー
107 撮像装置
108 エンコーダ
A rotary excavation machine a rotary drive unit b rotary excavation rod c leader d deceleration mechanism e hydraulic motor f drive head 1 rotation angle measuring device 101 recognition marker 102 scale 103 image pickup device 104 rotation angle scale 105 image pickup device 106 recognition marker 107 image pickup device 108 encoder

Claims (5)

アースオーガを含む回転式掘削機械の回転駆動部に連結され、前記回転駆動部により地盤に回転下降させる回転掘削ロッドの傾きの方向及び角度を傾斜計を用いて計測する回転掘削ロッドの傾きの方向及び角度計測方法であって、
前記傾斜計を前記回転掘削ロッドに円周方向任意の方向に向けて設置固定し、
前記回転式掘削機械に、前記傾斜計の設置向きを基準にして前記回転掘削ロッド又は前記回転駆動部の回転角度を計測する回転角度計測装置を併設して、
地盤に回転下降中の前記回転掘削ロッド又は前記回転駆動部の前記回転角度を前記回転角度計測装置により計測することにより前記傾斜計の向きを算出して、当該傾斜計により前記回転掘削ロッドの傾きの方向及び角度を計測する、
ことを特徴とする回転掘削ロッドの傾きの方向及び角度計測方法。
The direction of inclination and the angle of the rotary excavation rod, which is connected to the rotary drive unit of the rotary excavation machine including the earth auger and is rotated and lowered to the ground by the rotary drive unit, is measured by using an inclinometer. And the angle measurement method,
The inclinometer is installed and fixed to the rotary excavation rod in any direction in the circumferential direction.
The rotary excavation machine is provided with a rotation angle measuring device for measuring the rotation angle of the rotation excavation rod or the rotation drive unit with reference to the installation orientation of the inclination meter.
The direction of the tilt meter is calculated by measuring the rotation angle of the rotation excavation rod or the rotation drive unit while rotating down to the ground by the rotation angle measuring device, and the inclination of the rotation excavation rod is calculated by the inclination meter. Measure the direction and angle of
A method for measuring the direction and angle of inclination of a rotary excavation rod.
回転角度計測装置として、回転掘削ロッドの外周面に傾斜計の設置向きを基準にして一定の角度間隔で複数の異なる認識マーカーを付設し、前記回転掘削ロッドの周囲に、前記各認識マーカーの回転角度を計測するための目盛りと、前記回転掘削ロッドの前記各認識マーカーを前記目盛りとともに撮像する撮像装置とを設置して、前記撮像装置により、回転下降中の前記回転掘削ロッドの前記各認識マーカーを前記目盛りとともに撮像し、撮像された画像を基に前記回転掘削ロッドの回転角度を計測する請求項1に記載の回転掘削ロッドの傾きの方向及び角度計測方法。 As a rotation angle measuring device, a plurality of different recognition markers are attached to the outer peripheral surface of the rotary excavation rod at regular intervals based on the installation orientation of the tilt meter, and the rotation of each recognition marker is rotated around the rotary excavation rod. A scale for measuring the angle and an image pickup device for imaging each recognition marker of the rotary excavation rod together with the scale are installed, and the recognition marker of the rotary excavation rod being rotated and descended by the image pickup device. The method for measuring the inclination direction and angle of the rotary excavation rod according to claim 1, wherein the image is taken together with the scale and the rotation angle of the rotary excavation rod is measured based on the captured image. 回転角度計測装置として、回転掘削ロッドの外周面に傾斜計の設置向きを基準にして回転角度目盛りを連続的に付設し、前記回転掘削ロッドの周囲に、前記回転掘削ロッドの前記回転角度目盛りを撮像する撮像装置を設置して、前記撮像装置により、回転下降中の前記回転掘削ロッドの前記回転角度目盛りを撮像し、当該回転角度目盛りを基に前記回転掘削ロッドの回転角度を計測する請求項1に記載の回転掘削ロッドの傾きの方向及び角度計測方法。 As a rotation angle measuring device, a rotation angle scale is continuously provided on the outer peripheral surface of the rotation excavation rod based on the installation direction of the tilt meter, and the rotation angle scale of the rotation excavation rod is provided around the rotation excavation rod. A claim in which an image pickup device for imaging is installed, the rotation angle scale of the rotation excavation rod during rotation descent is imaged by the image pickup device, and the rotation angle of the rotation excavation rod is measured based on the rotation angle scale. The method for measuring the direction and angle of inclination of the rotary excavation rod according to 1. 回転角度計測装置として、回転掘削ロッドの外周面に傾斜計の設置向きに対応して一つの認識マーカーを付設し、前記回転掘削ロッドの周囲に、前記回転掘削ロッドの前記認識マーカーを撮像する撮像装置を設置して、前記撮像装置により、回転下降中の前記回転掘削ロッドを撮像し、前記撮像装置と前記認識マーカーが正対する毎に、前記回転掘削ロッドの回転角度を0°と計測する請求項1に記載の回転掘削ロッドの傾きの方向及び角度計測方法。 As a rotation angle measuring device, one recognition marker is attached to the outer peripheral surface of the rotary excavation rod corresponding to the installation direction of the tilt meter, and the recognition marker of the rotary excavation rod is imaged around the rotary excavation rod. A device is installed, the rotary excavation rod is imaged by the image pickup device, and the rotation angle of the rotary excavation rod is measured as 0 ° each time the image pickup device and the recognition marker face each other. Item 2. The method for measuring the inclination direction and angle of the rotary excavation rod according to Item 1. 回転角度計測装置として、回転駆動部に傾斜計の設置向きを基準にして前記回転駆動部の回転角度を計測するエンコーダを設置し、前記エンコーダにより、前記回転駆動部の回転角度を検出することにより、回転下降中の前記回転掘削ロッドの回転角度を計測する請求項1に記載の回転掘削ロッドの傾きの方向及び角度計測方法。 As a rotation angle measuring device, an encoder that measures the rotation angle of the rotation drive unit based on the installation direction of the tilt meter is installed in the rotation drive unit, and the encoder detects the rotation angle of the rotation drive unit. The method for measuring the direction and angle of inclination of the rotary excavation rod according to claim 1, wherein the rotation angle of the rotary excavation rod during rotation descent is measured.
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