JP3411371B2 - Drilling method in bench cut method - Google Patents

Drilling method in bench cut method

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Publication number
JP3411371B2
JP3411371B2 JP06171994A JP6171994A JP3411371B2 JP 3411371 B2 JP3411371 B2 JP 3411371B2 JP 06171994 A JP06171994 A JP 06171994A JP 6171994 A JP6171994 A JP 6171994A JP 3411371 B2 JP3411371 B2 JP 3411371B2
Authority
JP
Japan
Prior art keywords
drilling
bench
self
propelled
pattern
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP06171994A
Other languages
Japanese (ja)
Other versions
JPH07269265A (en
Inventor
正義 伊東
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Furukawa Co Ltd
Original Assignee
Furukawa Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Furukawa Co Ltd filed Critical Furukawa Co Ltd
Priority to JP06171994A priority Critical patent/JP3411371B2/en
Publication of JPH07269265A publication Critical patent/JPH07269265A/en
Application granted granted Critical
Publication of JP3411371B2 publication Critical patent/JP3411371B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Drilling And Exploitation, And Mining Machines And Methods (AREA)
  • Earth Drilling (AREA)

Description

【発明の詳細な説明】 【0001】 【産業上の利用分野】本発明は、自動的に適切な位置に
さく孔することのできるベンチカット工法におけるさく
孔方法に関する。 【0002】 【従来の技術】採鉱、採石作業場でベンチカット工法が
広く用いられており、ベンチの岩盤を破砕するための発
破孔のさく孔用にクローラドリル等の自走式さく孔装置
が使用されており、ベンチ上を自走させてさく孔機を所
定のさく孔位置に位置決めし、さく孔するための操作
は、従来オペレータが運転席で行っていた。 【0003】しかし、ベンチ上の自走式さく孔機が走行
しさく孔しなければならない部分は、風雨に曝され環境
が悪いので労働者の確保が困難となっている。また、ベ
ンチ上の自走式さく孔機が走行しさく孔しなければなら
ない部分は、発破の影響で地盤が緩んだ部分であり、し
かも、通常作業場には複数のベンチが設けられているた
め、上のベンチからの落石による事故のおそれもあるの
で、このような場所でオペレータが油圧クローラドリル
に搭乗して作業するのは極めて危険である。よって、労
働者の不足を解消し、人身事故を防止するために、自走
式さく孔装置によるさく孔作業を自動化、無人化するこ
とが望まれていた。 【0004】そこで、自走式さく孔装置で自動的にさく
孔する手段として、ベンチ上に2箇所の基準点を設け、
距離測定機と、旋回角度検出器と、メモリと、制御装置
とをさく孔装置に搭載し、制御装置が、距離測定機と旋
回角度検出器からの検出データに基づいてベンチ上の位
置を算出し、メモリに記憶された所定さく孔位置にさく
孔機を位置決めするよう制御するものが提案されている
(特公平3−58039号参照)。 【0005】 【発明が解決しようとする課題】しかし、ベンチの形状
は発破により切羽が進行するのに伴って変化して行くの
で、上記のさく孔方法では、さく孔作業の都度ベンチの
形状を予め測定し、その形状に合わせたさく孔パターン
を決定し、さく孔位置データを予め入力しメモリに記憶
させておかなければならないため、準備作業が面倒であ
る。 【0006】この発明は、ベンチカット工法におけるか
かる問題を解決するものであって、さく孔前のベンチ形
状測定、さく孔パターンの決定、さく孔位置データの入
力を不要とし、自動的に適切な位置にさく孔することが
でき、さく孔作業の能率を向上させることのできるベン
チカット工法におけるさく孔方法を提供することを目的
とする。 【0007】 【課題を解決するための手段】本発明のベンチカット工
法におけるさく孔方法では、さく孔機と位置測定装置と
制御装置とを備えた自走式さく孔装置をベンチ上に配置
し、前記位置測定装置で自走式さく孔装置からベンチの
壁縁上の複数の測定点までの距離と角度をそれぞれ測定
し、この測定データに基づいてベンチの形状及び自走式
さく孔装置のベンチ上の位置を求め、前記位置測定装置
の測定データ及び予め入力されたさく孔条件データに基
づいて制御装置がさく孔パターンを決定し、このさく孔
パターンに沿って自走式さく孔装置を走行させさく孔機
さく孔位置に位置決めしさく孔することにより上記課
題を解決している。 【0008】 【作用】さく孔作業を行う際には、さく孔機と位置測定
装置と制御装置とを備えた自走式さく孔装置をベンチ上
の任意の位置に停止させ、この点からベンチの壁縁上の
複数の測定点までの距離と角度を位置測定装置でそれぞ
れ測定し、この測定データに基づいてベンチの形状及び
自走式さく孔装置のベンチ上の停止位置を求める。 【0009】制御装置は、この位置測定装置の測定デー
タに基づいて適切なさく孔パターンを決定する。その
後、制御装置は、このさく孔パターンに沿って自走式さ
く孔装置を走行させ、さく孔機をさく孔位置に位置決め
しさく孔を行う。さく孔前にベンチの形状を予め測定
し、その形状に合わせたさく孔パターンを決定し、さく
孔位置データとして予め入力しメモリに記憶させておく
準備作業は必要はなく、自動的に適切な位置にさく孔す
ることができるので、さく孔作業の能率が向上する。 【0010】 【実施例】図1は本発明の一実施例であるベンチカット
工法におけるさく孔方法を説明するベンチの側面図、図
2はベンチの平面図、図3は自走式さく孔装置の制御装
置の構成を示すブロック図である。本実施例において、
高さHのベンチ1上に自走式さく孔装置2が配置されて
いる。自走式さく孔装置2は、走行台車5上に、制御装
置7とブーム8と位置測定装置9とが設けられており、
ブーム8の先端部には、さく孔機10を搭載したガイド
シェル11が支持されている。ガイドシェル11は、シ
リンダ6で前後に傾動させ、任意のさく孔傾斜角αを設
定することができる。ガイドシェル11に搭載されたさ
く孔機10にはロッド12を装着し、打撃と回転と送り
とを与えてベンチ1の岩石にさく孔する。 【0011】位置測定装置9は、測距機構15と測角機
構16と自動追尾機構17とを備えたレーザープロファ
イルシステムであり、自走式さく孔装置2からベンチ1
の壁縁3上の複数の測定点P1 〜Pj 〜Pn までの距離
1 〜Lj 〜Ln と自走式さく孔装置2の中心線Yの方
向に対する角度θ1 〜θj 〜θn をそれぞれ測定し、こ
の測定データL1 〜Lj 〜Ln 、θ1 〜θj 〜θn に基
づいて、ベンチ1の形状、及び自走式さく孔装置2のベ
ンチ1上の停止位置Oとの位置関係を求めることができ
る。 【0012】制御装置7は、CPU21と記憶部22と
入出力部23とを備えており、記憶部22には、岩質や
ベンチの高さH等に応じて選択される、ベンチ1の壁縁
3からさく孔位置D1 〜Di 〜Dm までの距離W、さく
孔間の距離d、さく孔深さHd等のさく孔条件データ
と、位置測定装置9の測定データ及びさく孔条件データ
に基づいて適切なさく孔パターンを決定するプログラム
と、決定されたさく孔パターンに沿って自走式さく孔装
置2を走行させ、さく孔機10をさく孔位置D1〜Di
〜Dm に順次位置決めしさく孔を行わせるさく孔制御プ
ログラムとが予め記憶されている。 【0013】さく孔作業を行う際には、図2に示すよう
に自走式さく孔装置2をベンチ1上の任意の位置に停止
させ、この停止位置Oからベンチ1の壁縁3上の複数の
測定点P1 〜Pj 〜Pn までの距離L1 〜Lj 〜Ln
自走式さく孔装置2の中心線Yの方向に対する角度θ1
〜θj 〜θn をそれぞれ測定し、この測定データL1
j 〜Ln 、θ1 〜θj 〜θn に基づいてベンチの形状
及び自走式さく孔装置2の停止位置Oとの位置関係を求
める。 【0014】制御装置7のCPU21は、記憶部22か
らさく孔パターンを決定するプログラムとさく孔条件デ
ータW、d、Hdを読出し、位置測定装置9から送られ
た測定データL1 〜Lj 〜Ln 、θ1 〜θj 〜θn 及び
さく孔条件データW、d、Hdに基づいて適切なさく孔
パターンを決定し、さく孔位置D1 〜Di 〜Dm の座標
やさく孔傾斜角α等のさく孔制御データを記憶部に記憶
する。さく孔位置の座標は、自走式さく孔装置2の停止
位置Oを原点とする極座標でもよいが、走行台車5の走
行制御のためには、自走式さく孔装置2の停止位置Oを
原点、自走式さく孔装置2の中心線Yと直交する水平線
をX軸とする直交座標に変換してもよい。 【0015】さく孔パターンが決定されると、制御装置
7のCPU21は、記憶部22からさく孔制御プログラ
ムを読出し、自走式さく孔装置2の油圧制御部25へ制
御信号を送り、決定されたさく孔パターンに沿って走行
台車5を走行させ、さく孔機10をさく孔位置D1 〜D
i 〜Dm に順次位置決めしてさく孔を行わせる。このと
きの走行台車5の位置制御は、走行、位置測定装置9
の自動追尾機構17で壁縁3上の任意の測定点Pj を自
動追尾しながら、測距機構15と測角機構16とでPj
までの距離Lj と自走式さく孔装置2の中心線Yの方向
に対する角度θj をそれぞれ測定しその変化によって走
行台車5の壁縁3に対する相対位置の変化を認識する
とにより行う。 【0016】なお、壁縁3に対する相対位置でなく、ベ
ンチ1上の絶対位置で走行と位置決めを制御するなら、
ベンチ1上から見通せる位置に別途基準点を設置し、こ
の基準点を自動追尾するようにすればよい。走行台車5
に走行距離測定器を設け、原点Oを出発点としてX軸、
Y軸方向の走行距離を積算し、さく孔制御プログラムで
目標位置座標と比較することにより行うこともできる。 【0017】 【発明の効果】以上説明したように、本発明のベンチカ
ット工法におけるさく孔方法によれば、さく孔前のベン
チ形状測定、さく孔パターンの決定、さく孔位置データ
の入力等の準備作業は必要はなく、自動的にベンチ形状
を測定し、さく孔パターンを決定して、適切な位置にさ
く孔することができるので、さく孔作業の能率が向上さ
せることができる。
Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a drilling method in a bench cut method capable of automatically drilling an appropriate position. [0002] A bench cut method is widely used in a mining and quarrying workplace, and a self-propelled drilling device such as a crawler drill is used for drilling a blast hole for crushing a bedrock of a bench. Conventionally, the operator performs self-propelled movement on a bench to position a drilling machine at a predetermined drilling position, and the operation for drilling is conventionally performed by an operator in a driver's seat. [0003] However, the portion of the bench where the self-propelled drilling machine must run and drill is exposed to the weather and the environment is poor, making it difficult to secure workers. Also, the part where the self-propelled drilling machine on the bench has to be drilled is the part where the ground is loose due to the blasting, and since there are usually multiple benches in the workplace Therefore, it is extremely dangerous for an operator to work on a hydraulic crawler drill in such a place, since there is a risk of an accident caused by falling rocks from an upper bench. Therefore, in order to solve the shortage of workers and prevent personal injury, it has been desired to automate and make unmanned drilling work by a self-propelled drilling device. Therefore, as a means for automatically drilling with a self-propelled drilling device, two reference points are provided on a bench,
A distance measuring device, a turning angle detector, a memory, and a control device are mounted on a drilling device, and the control device calculates a position on the bench based on detection data from the distance measuring device and the turning angle detector. In addition, there has been proposed a device for controlling a drilling machine to be positioned at a predetermined drilling position stored in a memory (see Japanese Patent Publication No. 3-58039). [0005] However, since the shape of the bench changes as the cutting face advances due to blasting, the above-described drilling method requires the shape of the bench to be changed each time drilling work is performed. Preparatory work is troublesome because it is necessary to measure beforehand, determine a drilling pattern corresponding to the shape, and input drilling position data in advance and store it in a memory. The present invention solves such a problem in the bench-cut method, and eliminates the need for measuring the shape of the bench before drilling, determining the drilling pattern, and inputting drilling position data. It is an object of the present invention to provide a drilling method in a bench cut method capable of drilling at a position and improving the efficiency of drilling work. According to the drilling method in the bench cut method of the present invention, a self-propelled drilling device including a drilling machine, a position measuring device, and a control device is arranged on a bench. From the self-propelled drilling device with the position measuring device
Measure distances and angles to multiple measurement points on the wall edge
Was asked Me a position on the bench bench shape and self-propelled drilling device based on the measurement data, the control apparatus fence based on the measurement data and the previously inputted drilling condition data of the position measuring device The above problem is solved by determining a hole pattern, moving a self-propelled drilling device along the hole pattern, and positioning and drilling the hole drilling machine at the hole drilling position. When performing a drilling operation, a self-propelled drilling device including a drilling machine, a position measuring device and a control device is stopped at an arbitrary position on a bench, and from this point the bench is stopped. The distances and angles to a plurality of measurement points on the edge of the wall are measured by a position measuring device, and the shape of the bench and the stop position of the self-propelled drilling device on the bench are determined based on the measured data. The control device determines an appropriate drilling pattern based on the measurement data of the position measuring device. Thereafter, the control device causes the self-propelled drilling machine to travel along the drilling pattern, and performs drilling by positioning the drilling machine at the drilling position. There is no need to pre-measure the shape of the bench before drilling, determine the drilling pattern according to the shape, pre-input as drilling position data and store it in memory, automatically Since drilling can be performed at a position, the efficiency of drilling work is improved. FIG. 1 is a side view of a bench for explaining a drilling method in a bench cut method according to one embodiment of the present invention, FIG. 2 is a plan view of the bench, and FIG. 3 is a self-propelled drilling device. FIG. 2 is a block diagram illustrating a configuration of a control device. In this embodiment,
A self-propelled drilling device 2 is arranged on a bench 1 having a height H. The self-propelled drilling device 2 is provided with a control device 7, a boom 8, and a position measuring device 9 on a traveling carriage 5,
A guide shell 11 on which a drilling machine 10 is mounted is supported at the tip of the boom 8. The guide shell 11 can be tilted back and forth by the cylinder 6 to set an arbitrary drilling inclination angle α. A rod 12 is mounted on a drilling machine 10 mounted on a guide shell 11, and is given a blow, a rotation and a feed to drill a rock on the bench 1. The position measuring device 9 is a laser profile system including a distance measuring mechanism 15, an angle measuring mechanism 16, and an automatic tracking mechanism 17, and includes a self-propelled drilling device 2 and a bench 1
Θ 1 to θ j with respect to the distances L 1 to L j to L n from the plurality of measuring points P 1 to P j to P n on the wall edge 3 of the self-propelled drilling device 2 with respect to the direction of the center line Y. through? n was measured, the measurement data L 1 ~L j ~L n, based on the theta 1 through? j through? n, bench 1 shape, and on the bench 1 of the self-propelled drilling apparatus 2 The positional relationship with the stop position O can be obtained. The control device 7 includes a CPU 21, a storage unit 22, and an input / output unit 23. The storage unit 22 includes a wall of the bench 1 which is selected according to the rock quality, the height H of the bench, and the like. distance W from the edge 3 to drilling position D 1 to D i to D m, the distance fence Anakan d, a drilling condition data fence hole depth Hd like, the measurement data and the fence Anajoken position measuring device 9 a program for determining an appropriate drilling pattern on the basis of the data, along the determined drilling pattern is run self-propelled drilling apparatus 2, devote drilling machine 10 hole positions D 1 to D i
And drilling control program for causing a sequential positioning and drilling in to D m are stored in advance. When performing a drilling operation, the self-propelled drilling device 2 is stopped at an arbitrary position on the bench 1 as shown in FIG. Distances L 1 to L j to L n to a plurality of measurement points P 1 to P j to P n and an angle θ 1 with respect to the direction of the center line Y of the self-propelled drilling device 2.
To θ j to θ n, and the measured data L 1 to
L j ~L n, θ 1 based on through? J through? N obtains the positional relationship between the shape and the self-propelled drilling device 2 stop position O of the bench. The CPU 21 of the control device 7 reads out the program for determining the drilling pattern and the drilling condition data W, d, and Hd from the storage section 22 and measures the measurement data L 1 to L j transmitted from the position measuring device 9. L n, θ 1 ~θ j ~θ n and drilling condition data W, d, determine the appropriate drilling pattern based on Hd, coordinates or drilling inclination of drilling position D 1 to D i to D m Drilling control data such as the angle α is stored in the storage unit. The coordinates of the drilling position may be polar coordinates having the origin at the stop position O of the self-propelled drilling device 2. However, for the traveling control of the traveling vehicle 5, the stop position O of the self-propelled drilling device 2 is determined. The origin and the horizontal line orthogonal to the center line Y of the self-propelled drilling apparatus 2 may be converted to orthogonal coordinates having the X axis as the X axis. When the drilling pattern is determined, the CPU 21 of the control device 7 reads the drilling control program from the storage unit 22 and sends a control signal to the hydraulic control unit 25 of the self-propelled drilling device 2 to determine the drilling pattern. The traveling vehicle 5 is moved along the drilling pattern, and the drilling positions D 1 to D for drilling the drilling machine 10.
sequentially positioned in i to D m to perform drilling with. At this time, the position of the traveling vehicle 5 is controlled by the position measuring device 9 during traveling.
While automatically tracking an arbitrary measurement point P j on the wall edges 3 by an automatic tracking mechanism 17, P j between the angle measuring mechanism 16 ranging mechanisms 15
This recognizes the change in the relative position with respect to wall edges 3 of the traveling carriage 5 by the angle theta j respectively measured change, with respect to the direction of the distance L j and the center line Y of the self-propelled drilling apparatus 2 to
And so on . If the running and positioning are controlled not on the relative position to the wall edge 3 but on the absolute position on the bench 1,
A reference point may be separately set at a position that can be seen from above the bench 1, and this reference point may be automatically tracked. Traveling trolley 5
Is provided with a mileage measuring device, with the origin O as the starting point, the X axis,
Accumulates the traveling distance in the Y-axis direction and uses the drilling control program
It can also be performed by comparing with target position coordinates. As described above, according to the drilling method in the bench cut method according to the present invention, measurement of a bench shape before drilling, determination of a drilling pattern, input of drilling position data, etc. Preparatory work is not necessary, and the bench shape can be automatically measured, the drilling pattern can be determined, and drilling can be performed at an appropriate position. Therefore, the efficiency of drilling work can be improved.

【図面の簡単な説明】 【図1】本発明の一実施例であるベンチカット工法にお
けるさく孔方法を説明するベンチの側面図である。 【図2】ベンチの平面図である。 【図3】自走式さく孔装置の制御装置の構成を示すブロ
ック図である。 【符号の説明】 1 ベンチ 2 自走式さく孔装置 3 壁縁 5 走行台車 7 制御装置 8 ブーム 9 位置検出装置 10 さく孔機 11 ガイドシェル 12 ロッド 15 測距機構 16 測角機構 17 自動追尾機構 21 CPU 22 記憶部 23 入出力部 25 油圧制御部
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a side view of a bench for explaining a drilling method in a bench cut method according to an embodiment of the present invention. FIG. 2 is a plan view of a bench. FIG. 3 is a block diagram showing a configuration of a control device of the self-propelled drilling device. [Description of Signs] 1 Bench 2 Self-propelled drilling device 3 Wall edge 5 Traveling trolley 7 Control device 8 Boom 9 Position detecting device 10 Drilling machine 11 Guide shell 12 Rod 15 Distance measuring mechanism 16 Angle measuring mechanism 17 Automatic tracking mechanism 21 CPU 22 Storage unit 23 Input / output unit 25 Hydraulic control unit

Claims (1)

(57)【特許請求の範囲】 【請求項1】 さく孔機と位置測定装置と制御装置とを
備えた自走式さく孔装置をベンチ上に配置し、前記位置
測定装置で自走式さく孔装置からベンチの壁縁上の複数
の測定点までの距離と角度をそれぞれ測定し、この測定
データに基づいてベンチの形状及び自走式さく孔装置の
ベンチ上の位置を求め、前記位置測定装置の測定データ
及び予め入力されたさく孔条件データに基づいて制御装
置がさく孔パターンを決定し、該さく孔パターンに沿っ
自走式さく孔装置を走行させさく孔機をさく孔位置に
位置決めしさく孔するベンチカット工法におけるさく孔
方法。
(1) A self-propelled drilling device including a drilling machine, a position measuring device, and a control device is arranged on a bench, and the position of the self-propelled drilling device is determined.
Multiple on the bench wall edge from self-propelled drilling equipment with measuring device
Measure the distance and angle to the measurement point of
Calculated Me a position on the bench bench shape and self-propelled drilling device based on the data, the measurement data of the position measuring device
The control device determines a drilling pattern based on the drilling condition data input in advance, and moves the self-propelled drilling device along the drilling pattern to a drilling position. Drilling method in the bench cut method for positioning and drilling.
JP06171994A 1994-03-30 1994-03-30 Drilling method in bench cut method Expired - Fee Related JP3411371B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP06171994A JP3411371B2 (en) 1994-03-30 1994-03-30 Drilling method in bench cut method

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JP06171994A JP3411371B2 (en) 1994-03-30 1994-03-30 Drilling method in bench cut method

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JPH07269265A JPH07269265A (en) 1995-10-17
JP3411371B2 true JP3411371B2 (en) 2003-05-26

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