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JPH0146902B2 - - Google Patents
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JPH0146902B2 - - Google Patents

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Publication number
JPH0146902B2
JPH0146902B2 JP5769484A JP5769484A JPH0146902B2 JP H0146902 B2 JPH0146902 B2 JP H0146902B2 JP 5769484 A JP5769484 A JP 5769484A JP 5769484 A JP5769484 A JP 5769484A JP H0146902 B2 JPH0146902 B2 JP H0146902B2
Authority
JP
Japan
Prior art keywords
mining
mesh
grid point
point data
elevation
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
Application number
JP5769484A
Other languages
Japanese (ja)
Other versions
JPS60201476A (en
Inventor
Takao Takagi
Kenji Yamada
Jiro Yamazaki
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.)
Caterpillar Mitsubishi Ltd
Original Assignee
Caterpillar Mitsubishi 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 Caterpillar Mitsubishi Ltd filed Critical Caterpillar Mitsubishi Ltd
Priority to JP59057694A priority Critical patent/JPS60201476A/en
Publication of JPS60201476A publication Critical patent/JPS60201476A/en
Publication of JPH0146902B2 publication Critical patent/JPH0146902B2/ja
Granted legal-status Critical Current

Links

Classifications

    • GPHYSICS
    • G06COMPUTING OR CALCULATING; COUNTING
    • G06TIMAGE DATA PROCESSING OR GENERATION, IN GENERAL
    • G06T17/00Three-dimensional [3D] modelling for computer graphics
    • G06T17/20Finite element generation, e.g. wire-frame surface description, tesselation

Landscapes

  • Physics & Mathematics (AREA)
  • Engineering & Computer Science (AREA)
  • Computer Graphics (AREA)
  • Geometry (AREA)
  • Software Systems (AREA)
  • General Physics & Mathematics (AREA)
  • Theoretical Computer Science (AREA)
  • Processing Or Creating Images (AREA)
  • Management, Administration, Business Operations System, And Electronic Commerce (AREA)

Description

【発明の詳細な説明】[Detailed description of the invention]

【産業上の利用分野】 この発明は、採掘される原石山の外観形状を透
視図等の立体図として表示することおよび原石山
の採掘条件を基に採掘処理後の原石山の外観形状
を透視図等の立体図として表示し、またその可採
鉱量を測定することができるマイニングシミユレ
ーシヨンシステムに関する。
[Industrial Application Field] This invention is capable of displaying the appearance shape of a raw stone pile to be mined as a three-dimensional diagram such as a perspective view, and of displaying the appearance shape of a raw stone pile after mining processing based on the mining conditions of the raw stone pile. The present invention relates to a mining simulation system that can display a three-dimensional diagram such as a diagram and measure the amount of mineable ore.

【従来技術】[Prior art]

原石山の採掘に関し、従来は単なる地形図や断
面図等のいわば2次元的な資料を基にして採掘計
画を立てているので、現実感に乏しい、採掘
を進めていく過程で発生する問題点(例えば住民
側から見た原石山の景観の変化等)が予知しにく
い、計画生産を行うために必要な鉱量計算をす
るのにプラメータと計算機によつて算出していた
ので煩雑であると共に長時間を要する、等の憾み
があつた。 そこで、パノラマ写真や粘度による模型を用い
れば原石山を立体的に把握することができるが、
前者にあつては現時点での状況を把握することが
できるが将来の検討には役立たず、また後者にあ
つては埋蔵量の計算が不可であるという致命的な
欠点を有する。
Conventionally, mining plans for mining raw stones are based on two-dimensional materials such as topographical maps and cross-sectional views, which lacks a sense of reality and problems that occur during the mining process. It is difficult to predict (for example, changes in the landscape of the raw stone mountain seen from the residents), and it is complicated to calculate the amount of ore necessary for planned production because it is done using a plameter and a computer. There were some concerns that it would take a long time. Therefore, by using panoramic photographs and viscosity models, it is possible to understand the rough stone mountain three-dimensionally.
In the former case, it is possible to grasp the current situation, but it is not useful for future consideration, and in the latter case, it has the fatal drawback of not being able to calculate reserves.

【発明の目的】[Purpose of the invention]

この発明は、上記事情に鑑み鋭意研究の結果創
案されたものであつて、その主たる目的は、立体
的な処理の可能なメツシユ状の地形図をベースと
して透視図等の立体図を外部表示手段に表示する
にある。 この発明の他の目的は、立体的な処理の可能な
メツシユ状の地形図データ記録体をベースとし所
望の採掘条件を加えて修正し、採掘処理後のメツ
シユ状の地形図を作ると共に、その採掘処理後の
地形図を作ると共に、その採掘処理後の地形図を
ベースとして透視図等の立体図を外部表示手段に
表示し、およびまた採掘前のメツシユ状の地形図
と採掘処理後のメツシユ状の地形図をもとに可採
鉱量を鉱量計測手段によつて算出するにある。
This invention was devised as a result of intensive research in view of the above circumstances, and its main purpose is to display three-dimensional views such as perspective views as an external display method based on a mesh-like topographical map that can be processed three-dimensionally. to display. Another object of the present invention is to create a mesh-like topographic map after mining processing by adding desired mining conditions based on a mesh-like topographic map data record body that can be processed three-dimensionally, and to create a mesh-like topographic map after mining processing. In addition to creating a topographical map after mining processing, a three-dimensional view such as a perspective view is displayed on an external display means based on the topographical map after mining processing, and a mesh-shaped topographical map before mining and a mesh after mining processing are also displayed. The amount of mineable ore is calculated using a mineral amount measurement method based on the topographical map.

【発明の構成】[Structure of the invention]

この発明の上記目的を達成するために、第8図
乃至第9図で示す如く、標高が実測された原石山
の実測平面図をメツシユ状に分割し、該メツシユ
の各格子点の相互位置と該格子点における標高と
からなる格子点データ記録体と、その格子点デー
タをもとにメツシユ内に所望間隔の等高線で描か
れたメツシユ地形図作成手段と、前記格子点デー
タをもとに所望視点位置から見た透視図等の立体
図を外部表示手段上に表示する立体図作成手段と
を備えてたという手段を講じた。 また、標高が実測された原石山の実測平面図を
メツシユ状に分割し、該メツシユの各格子点の相
互位置と該格子点における標高とからなる格子点
データ記録体と、その格子点データをもとにメツ
シユ内に所望間隔の等高線で描かれた採掘前メツ
シユ地形図作成手段と、該採掘前メツシユ地形図
作成手段により作成された採掘前メツシユ地形図
に採掘範囲を直線の連続として表わされる採掘境
界線の境界線データと、境界線からみた採掘方向
を示す採掘角度データと、採掘角度を示す採掘角
度データと最終採掘レベル(フロア)の標高を示
す最終採掘レベルデータとを加えて形成される採
掘後の格子点データ記録体と、該採掘後格子点デ
ータ記録体をもとにデイスプレイ又はプリンタ等
の外部表示手段を介して所望視点位置からみた透
視図等の採掘後立体図を外部表示手段上に表示す
る採掘後立体図作成手段とを備えたという手段を
講じている。
In order to achieve the above object of the present invention, as shown in FIGS. 8 to 9, a measured plan view of a raw stone mountain whose elevation has been actually measured is divided into mesh shapes, and the mutual positions of each grid point of the mesh are A grid point data recording body consisting of elevations at the grid points; a mesh topographic map creation means that draws contour lines at desired intervals in the mesh based on the grid point data; The apparatus is equipped with a three-dimensional diagram creating means for displaying a three-dimensional diagram such as a perspective view seen from a viewpoint position on an external display means. In addition, the actual plan view of the raw stone mountain whose elevation was actually measured is divided into meshes, and a grid point data record body consisting of the mutual position of each grid point of the mesh and the elevation at the grid point, and the grid point data are The mining area is represented as a series of straight lines on the pre-mining mesh topographic map created by the pre-mining mesh topographic map creation means, which is originally drawn with contour lines at desired intervals in the mesh. It is formed by adding the boundary line data of the mining boundary line, the mining angle data indicating the mining direction seen from the boundary line, the mining angle data indicating the mining angle, and the final mining level data indicating the elevation of the final mining level (floor). A post-mining grid point data record body and a post-mining three-dimensional view such as a perspective view viewed from a desired viewpoint position are externally displayed based on the post-mining grid point data record body through an external display means such as a display or a printer. The method includes a means for creating a three-dimensional map after mining, which is displayed on the means.

【実施例】【Example】

実測された標高が等高線等で示された原石山の
地図にメツシユを設ける。 このメツシユは、上記地形図を均等に細分化す
るメツシユ線の集合からなるもので、本実施例の
場合は縦方向(Y軸方向とする)および横方向
(X軸方向とする)にそれぞれ均等間隔で連続す
る0〜23のメツシユ線が設けられる。 そして、X軸方向およびY軸方向の各メツシユ
線が交叉して23×23個の同一形状からなるコマを
形成すると共にその交叉点となる格子点が一定間
隔で24×24個設けられることになる。 この格子点の相互の位置関係を表すために、座
標点(X、Y)、又はマトリツクス(m、n)を
用いる。 本実施例では横方向をX軸とし縦方向をY軸方
向とし図中左上を基点(0、0)とした。そして
メツシユ線毎に連続番号(0〜23)を符したので
格子点を座標(0、0)〜(23、23)で表すこと
ができる。 そして、更に、この格子点Pnが対応する地図
におけるポイントの標高データを等高線などの実
測された標高数値をもとに読みとり、前記座標と
共に各格子点Pn毎に標高データを定める。 このようにして定められた全ての格子点Pnの
座標及び標高データ(以下、格子点データとす
る)は記録体に記録される。 この発明では、この全ての格子点の座標及び標
高データを基にして、第1図示の如きメツシユ状
の地形図(平面図)や第2図および第3図示の如
き透視図等の立体図を外部表示することができ
る。 また、この格子点Pnの座標及び標高データに
採掘条件を加えれば採掘処理後格子点の座標及び
標高データを計測することができ、その採掘処理
後の座標及び標高データを基にして、メツシユ状
の地形図(平面図)や透視図等の立体図を外部表
示することができる。 この格子点データをメツシユ地形図作成手段に
入力すればメツシユ内に等高線で平面的に描かれ
た地形図(以下、メツシユ地形図とする)をデイ
スプレイやプリンタ等の外部表示手段に出力する
ことができる。 即ち、メツシユ地形図作成手段は、まず、格子
点データ、メツシユ間隔等のデータを基に23×23
コマからなるメツシユを作成する。 次に全ての格子点の標高データから最高レベル
の標高を有する格子点および最低レベルの標高を
有する格子点を選出しメツシユ上に表示する。 次に、メツシユを構成する1つのコマにつき上
側の3角形を構成する3つの格子点P1,P2,
P3を採り上げ(第4図a参照)、このP1,P
2,P3を大きい順にU3,U2,U1におきか
え、U3,U2,U1間を結んで形成される直角
三角形内に所定のレベルの等高線の標高が含まれ
るか否か判定する。 含まれる場合にはU3−U1間に1点Aが存在
する。そこでこの1点Aを求めるため所定レベル
におけるU3−U1間のMとNの絶対値の比率を
求めA点の座標を特定する(第4図b参照)。 次に、他の一点A′はU3−U2間又はU2−
U1間に存在するのでどちらに存在するか判断
し、前記と同様M′とN′の絶対値の比率を求め
A′点を特定する。このA点とA′点とを直接結ん
で等高線を描く(第4図c,d参照)。 この作業を順次例えば左から右へ一段ずつ下り
ながら全てのコマで繰返し行う。左下のコマが済
むと次に右上のコマに再度戻りそのコマで下側に
形成される3角形部分において同様の判断を行い
順次繰返す(第4図a参照)。 即ち1つのコマで2回の処理を各レベルの等高
線毎にメツシユ内に予め設定された間隔を有する
等高線を描くことができる。 このような手順を経て、デイスプレイ又はプリ
ンタによつてメツシユ地形図を表示することがで
きる。 尚、この発明において上記メツシユ地形図は、
光学的に図形を読取りデータとして入力するデジ
タイザその他の入力手段を用いて入力してもよ
い。 次に前記メツシユ地形図をもとにに採掘条件を
入力し採掘後の格子点データを作成する構成につ
いて第5図のフローチヤートおよび第6図に基づ
き説明する。 まず採掘条件を設定する。 採掘条件としては、採掘範囲、採掘方向、採掘
角度、最低標高レベルを適宜設定する。 このような採掘条件を採掘処理手段に入力する
のであるが、ここで採掘範囲は複数本の直線(以
下、境界直線Lとする)の連続として表す。 第6図bは5本の境界直線Lで囲また採掘範囲
を示す。 この境界直線は2点を結ぶ直線即ち1次式f
(x)で表すことができる。 次に採掘方向は境界直線を基準に+(1)か−
(0)かで表す。 尚、この場合採掘方向がメツシユのX軸、Y軸
と平行でない場合には採掘方向を示すベクトルP
をx、y成分に分割し、Px、Pyを求めPとPx又
はPとPyとのなす角αとβのうち小さい方を基
準としてX軸又はY軸に沿う方向を採掘方向とし
て処理する。 図示例の場合α>βであるからPyによる。 この境界直線と採掘方向を基にして各格子点を
採掘範囲内か範囲外かに2分する。 第6図bでは採掘範囲内の格子点を黒丸とし採
掘範囲外の格子点を黒丸とし採掘範囲外の格子点
を白丸として図示した。 全ての境界直線によつて採掘範囲内とされた格
子点に採掘角度が加えられて採掘角度が加えられ
て採掘後に想定される標高データが計測される。 即ち、採掘角度Gは第6図dで示す如く、前記
採掘方向と同様にベクトルAをx、y成分に分割
し、Aとのなす角が小さい方A′を選び偽傾斜
G′とする。 尚偽傾斜G′は G′=TAN-1(H/|X|) =SIN-1(COSα*SING) で表される。 このG′角度をもとに格子点の標高データを算
出する。 格子点がない時は2点の平均を求めて標高デー
タとする。 これを各境界直線ごとに採掘範囲内の全ての格
子点の標高データを最低標高レベルを超えない範
囲で行う。 また、境界直線相互間の隣接部分は同一格子点
において存在する複数の標高データの高い方をそ
の格子点の標高データとして決定し採掘後の標高
データを決定する(第6図e参照)。 尚採掘範囲外とされた格子点の標高データは全
て同一のままとする。 このようにして得られた全ての格子点の標高デ
ータをもとに格子点データを得ることができる。 以上は、上から下に採掘していく場合の測定方
法であるが、予め採掘後の最低レベル又はフロア
が決定されており、どの位置から採掘すべきか判
定する場合について第7図aのフローチヤートを
基に述べる。 この場合、前記と同様最低レベルのフロアの境
界を連続する直線で表す点(内側境界線とする)
ILは前記方法と同一であるが採掘角度が上方に
向かうので採掘すべきでない地点(格子点)まで
採掘処理してしまう虞れがあるので非採掘範囲を
示す外側の(非採掘)境界線OLを連続する直線
(外側境界線とする)で囲繞する(第7図b参
照)。 これにより格子点をフロア部分の終子点と採掘
される部分の格止点と非採掘部分子点に分ける。 そして内側境界直線で囲撓されたフロア部分の
格子点(黒丸で表示)は予め設定された標高デー
タと変換させ、外側境界直線より外側の末採掘部
分の格子点(xで表示)は採掘しない部分となる
ので標高データは同一のままとする。 内側境界直線の外側で外側境界直像の内側とな
る採掘範囲内の格子点(△で表示)の標高データ
が採用処理を施される。 即ち、その範囲内の格子点は前述と前述と同様
偽傾斜G′を算出して、各格子点の標高を測定し
採掘後の想定される全ての格子点の標高データを
完成し格子点データを得る。 上記のようにして作成された格子点データは前
述の如くメツシユ地形図作成手段に入力すればメ
ツシユ地形図を外部手段に表示することができる
がここでは立体図作成手段に入力して立体図を作
成する場合について説明する。 即ち、前記格子点の各座標およびそれぞれの格
子点が記録している標高データをもとにX、Y、
Z軸を所定角度に設定し透視図を作成することが
できる(第2図参照)。 この立体図作成手段は、格子点データからその
最高と最低レベルの差を計測する。 また、立体図の視点即ち水平面から上方へ計つ
た角度(仰角)および真南から反時計回りにずれ
る角度(水平角)等を入力して、上記水平角の大
きさに応じてパターン化された修正値を前記格子
点データに加えて立体図用座標を定める。 また、等高線を用いた立体図で陰線処理を施し
た透視図を作成することができる(第2〜3図参
照)。 また前記採掘前の格子点データと採掘処理後の
想定される格子点データをもとにして採掘体積を
測定することができる。 即ち、前記採掘前のメツシユ地形図および採掘
処理後のメツシユ地形図に鉱量計算の対象となる
標高の最高レベルと最低レベルを設定し、その範
囲内にある標高を有する格子点を計算対象とす
る。 そして、1メツシユ内の格子点3点から2つの
直角三角形を採り出し、この直角三角形の中に所
定標高レベル以上の部分が存在するかどうか調べ
る。 存在する場合はその面積を求める(縮尺率をも
とに実際の距離として計算する)。 全てを積算することにより所定標高レベル以上
の範囲の面積を求める。 この所定標高レベルは、鉱量計算する際の輪切
りの間隔即ちBETを基に定められるので各BET
レベルの標高レベル以上の範囲の面積が求められ
る。 そして、隣接する上部面積と下部面積の平均を
取りBETを乗算して各レベル間の体積とする。 このようにして各レベルごとに採掘前の体積か
ら採掘後の体積を減算することにより採掘体積を
計測し、外部表示手段に出力することができる。 尚、前記立体図作成手段は通常のコンピユータ
グラフイツク機能による処理でよく、格子点デー
タから与えられた各データをもとに、通常設定さ
れた仰角および水平角に応じた修正処理を行い、
各格子点毎にデイスプレイ上の座標を決めて行き
その座標を結んでいくものであり、メツシユを所
定角度でずらした場合の各断面図を重ね合わせた
形状からなる透視図を描くことができる。 その他、立体図を作成するための具体的構成は
問わず、格子点データが有する3次元データをも
とに外部表示手段を介して表示しうる立体図作成
手段であれば如何なる構成であつてもよい。 尚、本発明では異なる実施例として陰線処理を
施した立体図を外部表示する場合を説明する。 この陰線処理は、前記透視図と同様予め設定さ
れた仰角および水平角をもとにパターン化された
修正数値を用いて格子点データを修正しデイスプ
レイ上の座標を得る。 そして、立体図作成のためのXYZ軸が設定さ
れたらその基点側から前方に向かつて順次格子点
毎の座標を入力していく。 この際コマ毎に格子点で形成される面は輪部の
みを有彩色で残し、順次前方に進むにつれ重合す
る部分を塗りつぶしていけば、重合う部分は最前
の面のみが残り、重なり合わない部分はそれぞれ
の輪部が残ることになるので陰線を残さない立体
図(第2図)を作成することができ好ましい。
A mesh is provided on the map of the raw stone mountain where the measured elevation is indicated by contour lines, etc. This mesh consists of a set of mesh lines that evenly subdivide the above-mentioned topographic map, and in this example, the mesh lines are divided equally in the vertical direction (the Y-axis direction) and the horizontal direction (the X-axis direction). 0 to 23 consecutive mesh lines are provided at intervals. Then, each mesh line in the X-axis direction and the Y-axis direction intersects to form 23 x 23 pieces of the same shape, and 24 x 24 grid points are provided at regular intervals to serve as the intersection points. Become. Coordinate points (X, Y) or a matrix (m, n) are used to represent the mutual positional relationship of the grid points. In this embodiment, the horizontal direction is the X axis, the vertical direction is the Y axis, and the upper left in the figure is the base point (0, 0). Since a consecutive number (0 to 23) is assigned to each mesh line, the grid points can be represented by coordinates (0, 0) to (23, 23). Further, the elevation data of the point on the map to which this grid point Pn corresponds is read based on the actually measured elevation values such as contour lines, and the elevation data is determined for each grid point Pn together with the coordinates. The coordinates and elevation data (hereinafter referred to as grid point data) of all the grid points Pn determined in this way are recorded on a recording medium. In this invention, based on the coordinates and elevation data of all the grid points, three-dimensional maps such as a mesh-like topographic map (plan view) as shown in the first figure and perspective views as shown in FIGS. 2 and 3 are created. Can be displayed externally. In addition, by adding mining conditions to the coordinates and elevation data of this grid point Pn, it is possible to measure the coordinates and elevation data of the grid point after mining processing, and based on the coordinates and elevation data after mining processing, mesh-like Three-dimensional maps such as topographic maps (plan views) and perspective views can be displayed externally. By inputting this grid point data into a mesh topographic map creation means, a topographic map drawn two-dimensionally with contour lines within the mesh (hereinafter referred to as a mesh topographic map) can be output to an external display means such as a display or printer. can. That is, the mesh topographic map creation means first creates a 23×23 map based on data such as grid point data and mesh spacing.
Create a mesh consisting of frames. Next, a grid point having the highest level of altitude and a grid point having the lowest level of altitude are selected from the altitude data of all the grid points and displayed on the mesh. Next, for each piece that makes up the mesh, the three grid points P1, P2, which make up the upper triangle,
Taking P3 (see Figure 4 a), this P1, P
2 and P3 are replaced with U3, U2, and U1 in descending order, and it is determined whether the elevation of the contour line at a predetermined level is included in the right triangle formed by connecting U3, U2, and U1. If included, one point A exists between U3 and U1. Therefore, in order to find this one point A, the ratio of the absolute values of M and N between U3 and U1 at a predetermined level is determined and the coordinates of point A are specified (see FIG. 4b). Next, another point A' is between U3-U2 or U2-
Since it exists between U1, determine where it exists, and find the ratio of the absolute values of M' and N' as above.
Identify point A′. Draw a contour line directly connecting points A and A' (see Figure 4 c and d). This operation is repeated for all frames, descending one step at a time from left to right, for example. When the lower left frame is completed, the process returns to the upper right frame, and the same judgment is made for the triangular portion formed on the lower side of that frame, and the process is repeated in sequence (see FIG. 4a). That is, it is possible to draw contour lines having preset intervals within the mesh for each contour line of each level by performing two processes in one frame. Through these steps, the mesh topographic map can be displayed on a display or printer. In addition, in this invention, the mesh topographic map is
The input may be made using a digitizer or other input means that optically reads figures and inputs them as data. Next, a configuration for inputting mining conditions based on the mesh topographic map and creating grid point data after mining will be explained based on the flowchart of FIG. 5 and FIG. 6. First, set the mining conditions. As mining conditions, the mining range, mining direction, mining angle, and minimum elevation level are set as appropriate. Such mining conditions are input to the mining processing means, and here the mining range is represented as a series of a plurality of straight lines (hereinafter referred to as boundary straight line L). Figure 6b shows the mining range surrounded by five boundary lines L. This boundary straight line is a straight line connecting two points, that is, the linear equation f
It can be expressed as (x). Next, the mining direction is + (1) or - based on the boundary straight line.
(0) Expressed in numbers. In this case, if the mining direction is not parallel to the mesh's X and Y axes, the vector P indicating the mining direction
is divided into x and y components, Px and Py are determined, and the direction along the X-axis or Y-axis is treated as the mining direction based on the smaller of the angles α and β formed by P and Px or P and Py. In the illustrated example, α>β, so Py is used. Based on this boundary straight line and the mining direction, each grid point is divided into two, either within the mining range or outside the mining range. In FIG. 6b, grid points within the mining range are shown as black circles, grid points outside the mining range are shown as black circles, and grid points outside the mining range are shown as white circles. The mining angle is added to the grid points that are within the mining range according to all boundary straight lines, and the elevation data assumed after mining is measured by adding the mining angle. That is, the mining angle G is determined by dividing the vector A into x and y components in the same manner as the mining direction, and selecting the one A' that has a smaller angle with A, as shown in Figure 6d, and using a false inclination.
Let it be G′. The false slope G' is expressed as G'=TAN -1 (H/|X|) = SIN -1 (COSα*SING). Based on this G' angle, the elevation data of the grid points is calculated. When there are no grid points, the average of the two points is calculated and used as elevation data. This is done for each boundary straight line to the extent that the elevation data of all grid points within the mining range do not exceed the lowest elevation level. In addition, for adjacent parts between boundary straight lines, the higher one of a plurality of elevation data existing at the same grid point is determined as the elevation data of that grid point, and the elevation data after mining is determined (see FIG. 6e). All elevation data for grid points that are outside the mining area will remain the same. Grid point data can be obtained based on the elevation data of all the grid points obtained in this way. The above is the measurement method when mining from top to bottom, but the flowchart in Figure 7a shows the case where the lowest level or floor after mining has been determined in advance and it is determined from which position mining should be carried out. This is based on the following. In this case, as above, the point where the boundary of the lowest level floor is represented by a continuous straight line (the inner boundary line)
IL is the same as the above method, but since the mining angle is upward, there is a risk of mining to points (grid points) that should not be mined, so the outer (non-mining) boundary OL indicating the non-mining range is surrounded by continuous straight lines (outer boundary lines) (see Figure 7b). This divides the lattice points into terminal points of the floor portion, lattice points of the mined portion, and non-mined portion molecular points. Then, the grid points of the floor part surrounded by the inner boundary straight line (represented by black circles) are converted to preset elevation data, and the grid points of the end mining part outside the outer boundary straight line (represented by x) are not mined. Since it will be a partial section, the elevation data will remain the same. Elevation data of grid points (indicated by △) within the mining range that are outside the inner boundary straight line and inside the outer boundary direct image are subjected to adoption processing. In other words, for the grid points within that range, calculate the false slope G′ in the same way as described above, measure the elevation of each grid point, complete the elevation data of all the grid points assumed after mining, and calculate the grid point data. get. If the grid point data created in the above manner is input to the mesh topographic map creation means as described above, a mesh topographic map can be displayed on an external means, but here, the grid point data is input to the three-dimensional map creation means to create a three-dimensional map. The case of creating one will be explained. That is, based on the coordinates of the grid points and the altitude data recorded by each grid point,
A perspective view can be created by setting the Z axis at a predetermined angle (see Figure 2). This three-dimensional diagram creation means measures the difference between the highest and lowest levels from the grid point data. In addition, by inputting the perspective of the 3D map, i.e. the angle measured upward from the horizontal plane (elevation angle) and the angle measured counterclockwise from due south (horizontal angle), a pattern is created according to the size of the horizontal angle. The correction values are added to the grid point data to determine coordinates for the three-dimensional view. Furthermore, it is possible to create a perspective view using hidden lines in a three-dimensional view using contour lines (see FIGS. 2 and 3). Further, the mining volume can be measured based on the grid point data before mining and the assumed grid point data after mining processing. That is, the highest and lowest levels of elevation to be the target of mineral reserve calculation are set on the Metsuhi topographic map before mining and the Metsuhi topographic map after mining processing, and grid points having altitudes within that range are subject to calculation. do. Then, two right triangles are extracted from the three grid points in one mesh, and it is checked whether there is a part of the right triangle that is higher than a predetermined altitude level. If it exists, find its area (calculated as the actual distance based on the scale factor). The area of the range above the predetermined altitude level is determined by integrating all the values. This predetermined elevation level is determined based on the interval of slices when calculating the amount of ore, that is, the BET, so each BET
The area of the range above the elevation level is calculated. Then, take the average of the adjacent upper and lower areas and multiply by BET to obtain the volume between each level. In this way, by subtracting the volume after mining from the volume before mining for each level, the mining volume can be measured and output to an external display means. The three-dimensional diagram creation means may be processed by a normal computer graphic function, and based on each data given from the grid point data, correction processing is performed according to normally set elevation angles and horizontal angles.
The coordinates on the display are determined for each grid point and the coordinates are connected, and a perspective view can be drawn that is a superimposition of each cross-sectional view when the mesh is shifted by a predetermined angle. In addition, regardless of the specific configuration for creating a 3D diagram, any configuration can be used as long as it is a 3D diagram creation means that can be displayed via an external display means based on the 3D data possessed by grid point data. good. In the present invention, a case will be described in which a three-dimensional diagram with hidden line processing is externally displayed as a different embodiment. In this hidden line processing, grid point data is corrected using patterned correction values based on preset elevation angles and horizontal angles, similar to the perspective view, and coordinates on the display are obtained. Once the XYZ axes for creating the 3D diagram have been set, the coordinates of each grid point are input sequentially from the base point forward. At this time, for the surface formed by the grid points for each frame, if you leave only the ring part in chromatic color and fill in the overlapping parts as you move forward, only the frontmost surface will remain and there will be no overlap. Since the limbs of each part remain, it is possible to create a three-dimensional view (Fig. 2) without leaving hidden lines, which is preferable.

【発明の効果】【Effect of the invention】

このように、本願は、格子点データを基に、所
望採掘条件を設定して採掘後に想定される地形図
を平面的及び立体的に外部表示手段に表示するこ
とができ、更に鉱量計算も行えるので、採掘前に
あらゆる可能性を具体化することができ最適な採
掘計画を立てることが可能となる。
In this way, the present application is capable of setting desired mining conditions based on grid point data and displaying a topographical map assumed after mining on an external display means in both two-dimensional and three-dimensional manner, and furthermore, can also calculate ore reserves. This makes it possible to specify all possibilities before mining and to formulate an optimal mining plan.

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

第1図はこの発明のメツシユ地形図、第2図は
同陰線処理を施した透視図、第3図は同透視図、
第4図a〜dはメツシユ地形図作成手順における
概念説明図、第5図は採掘処理後の格子点データ
を作成するフローチヤート、第6図a〜eは同概
念説明図、第7図aは異なる方法で採掘後格子点
データを作成するフローチヤート、第7図bは各
格子点が●で示すフロア(平坦)部分か、△で示
す採掘部分か、×で示す非採掘部分かを区分する
説明図、第8図はこの発明の第1発明の機能ブロ
ツク図、第9図は同第2発明の機能ブロツク図で
ある。
Fig. 1 is a mesh topographical map of the present invention, Fig. 2 is a perspective view with hidden line processing, Fig. 3 is a perspective view of the same,
Figures 4 a to d are conceptual explanatory diagrams of the mesh topographic map creation procedure, Figure 5 is a flowchart for creating grid point data after mining processing, Figures 6 a to e are conceptual explanatory diagrams, and Figure 7 a is a flowchart for creating post-mining grid point data using different methods, and Fig. 7b distinguishes whether each grid point is a floor (flat) part shown by ●, a mined part shown by △, or a non-mined part shown by ×. FIG. 8 is a functional block diagram of the first invention, and FIG. 9 is a functional block diagram of the second invention.

Claims (1)

【特許請求の範囲】 1 標高が実測された原石山の実測平面図をメツ
シユ状に分割し、該メツシユの各格子点の相互位
置と該格子点における標高とからなる格子点デー
タ記録体と、その格子点データをもとにメツシユ
内に所望間隔の等高線で描かれたメツシユ地形図
作成手段と、前記格子点データをもとに所望視点
位置から見た透視図等の立体図を外部表示手段上
に表示する立体図作成手段とを備えてなるマイニ
ングシミユレーシヨンシステム。 2 標高が実測された原石山の実測平面図をメツ
シユ状に分割し、該メツシユの各格子点の相互位
置と該格子点における標高とからなる格子点デー
タ記録体と、その格子点データをもとにメツシユ
内に所望間隔の等高線で描かれた採掘前メツシユ
地形図作成手段と、該採掘前メツシユ地形図作成
手段により作成された採掘前メツシユ地形図に採
掘範囲を直線の連続として表わされる採掘境界線
の境界線データと、境界線からみた採掘方向を示
す採掘方向データと、採掘角度を示す採掘角度デ
ータと最終採掘レベル(フロア)の標高を示す最
終採掘レベルデータとを加えて形成される採掘後
の格子点データ記録体と、該採掘後格子点データ
記録体をもとにデイスプレイ又はプリンタ等の外
部表示手段を介して所望視点位置からみた透視図
等の採掘後立体図を外部表示手段上に表示する採
掘後立体図作成手段とを備えてなるマイニングシ
ミユレーシヨンシステム。 3 特許請求の範囲第2項記載のマイニングシミ
ユレーシヨンシステムにおいて、 採掘前格子点データ記録体と採掘後格子点デー
タ記録体とをもとに可採鉱量を測定する鉱量測定
手段を備えたマイニングシミユレーシヨンシステ
ム。 4 特許請求の範囲第2項記載のマイニングシミ
ユレーシヨンシステムにおいて、 採掘後格子点データ記録体をもとに採掘後のメ
ツシユ地形図を作成するメツシユ地形図作成手段
を備えてなるマイニングシミユレーシヨンシステ
ム。
[Scope of Claims] 1. A lattice point data record body that divides a measured plan view of a raw stone mountain whose elevation has been actually measured into a mesh shape, and includes the mutual position of each lattice point of the mesh and the elevation at the lattice point; A mesh topographic map creation means draws contour lines at desired intervals in the mesh based on the grid point data, and an external display means creates a three-dimensional diagram such as a perspective view seen from a desired viewpoint position based on the grid point data. A mining simulation system comprising means for creating a three-dimensional diagram as shown above. 2. Divide the actual plan view of the raw stone mountain whose elevation has been measured into a mesh, and create a grid point data record body consisting of the mutual position of each grid point of the mesh and the elevation at the grid point, and the grid point data. Pre-mining mesh topographical map creation means that draws contour lines at desired intervals in the mesh, and mining that represents the mining range as a series of straight lines on the pre-mining mesh topographical map created by the pre-mining mesh topographical map creation means. It is formed by adding the boundary line data of the boundary line, mining direction data indicating the mining direction seen from the boundary line, mining angle data indicating the mining angle, and final mining level data indicating the elevation of the final mining level (floor). A post-mining grid point data record body and an external display means for displaying a post-mining three-dimensional view such as a perspective view from a desired viewpoint position based on the post-mining grid point data record body through an external display means such as a display or a printer. A mining simulation system comprising a means for creating a 3D diagram after mining as shown above. 3. The mining simulation system according to claim 2, comprising an ore amount measuring means for measuring the amount of ore that can be mined based on the pre-mining grid point data record and the post-mining grid point data record. mining simulation system. 4. The mining simulation system according to claim 2, comprising a mesh topographic map creation means for creating a mesh topographic map after mining based on the post-mining grid point data record. ration system.
JP59057694A 1984-03-26 1984-03-26 Mining simulation system Granted JPS60201476A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP59057694A JPS60201476A (en) 1984-03-26 1984-03-26 Mining simulation system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP59057694A JPS60201476A (en) 1984-03-26 1984-03-26 Mining simulation system

Publications (2)

Publication Number Publication Date
JPS60201476A JPS60201476A (en) 1985-10-11
JPH0146902B2 true JPH0146902B2 (en) 1989-10-11

Family

ID=13063048

Family Applications (1)

Application Number Title Priority Date Filing Date
JP59057694A Granted JPS60201476A (en) 1984-03-26 1984-03-26 Mining simulation system

Country Status (1)

Country Link
JP (1) JPS60201476A (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS635474A (en) * 1986-06-26 1988-01-11 Fujitsu Ltd Package space calculation system
JP2619246B2 (en) * 1987-07-28 1997-06-11 株式会社ソキア Automatic drawing method of civil engineering survey map
JPH0634220B2 (en) * 1987-08-07 1994-05-02 日本電気株式会社 Bird's eye view creation method
WO2011101904A1 (en) * 2010-02-18 2011-08-25 三菱電機株式会社 Gradation drawing device

Also Published As

Publication number Publication date
JPS60201476A (en) 1985-10-11

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