JPH05187825A - Method and apparatus for measuring shape of steel bar of irregular shape - Google Patents

Method and apparatus for measuring shape of steel bar of irregular shape

Info

Publication number
JPH05187825A
JPH05187825A JP331292A JP331292A JPH05187825A JP H05187825 A JPH05187825 A JP H05187825A JP 331292 A JP331292 A JP 331292A JP 331292 A JP331292 A JP 331292A JP H05187825 A JPH05187825 A JP H05187825A
Authority
JP
Japan
Prior art keywords
steel bar
deformed steel
black
shape
diameter
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.)
Withdrawn
Application number
JP331292A
Other languages
Japanese (ja)
Inventor
Mitsuo Yoshida
田 三 男 吉
Koichi Hasegawa
谷 川 光 一 長
Kazuharu Nomura
村 一 治 野
Toru Kakuhari
張 透 覚
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.)
Nippon Steel Corp
Nittetsu Hokkaido Control Systems Co Ltd
Original Assignee
Nippon Steel Corp
Nittetsu Hokkaido Control Systems 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 Nippon Steel Corp, Nittetsu Hokkaido Control Systems Co Ltd filed Critical Nippon Steel Corp
Priority to JP331292A priority Critical patent/JPH05187825A/en
Publication of JPH05187825A publication Critical patent/JPH05187825A/en
Withdrawn legal-status Critical Current

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  • Length Measuring Devices By Optical Means (AREA)

Abstract

PURPOSE:To quickly and highly accurately measure the size irregular and shape of a steel bar of an irregular shape immediately after the hot rolling by detecting a changing point of the diameter from the first and last black signals in the diametrical direction among the black-and-white image signals obtained by scanning the pattern of the light shielded by the steel bar. CONSTITUTION:An illuminating device 4 casts parallel beams spreading in the diametrical direction of a steel bar 1 irregular of an irregular shape. The pattern of the light shielded by the steel bar 1 is detected as black and white signals by photodetecting elements of a camera 5 aligned on a two-dimensional plane. A detecting device 7 detects coordinates values of pixels of the first and last black signals in the diametrical direction of the steel bar 1 among the black and white image signals obtained by the camera 5, operates the coordinates values in the axial direction of the steel bar 1, thereby to detect a point where the diameter of the steel bar is changed. A shape operating device 8 calculates the configuration, basic circle, knot height, knot pitch, knot shift and knot angle of the steel bar 1 with the use of the detected changing point of the diameter in the axial direction of the steel bar 1.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、熱間圧延された異形棒
鋼の形状計測方法及び計測装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a shape measuring method and a measuring apparatus for hot-rolled deformed steel bars.

【0002】[0002]

【従来技術】外周面に突起のフシやリブを有する異形棒
鋼の圧延操業性は、通常の丸鋼圧延に比べてとりわけ難
度の高いものである。特に、図6に示すネジ鉄筋用異形
棒鋼1については、継手用カプラーを用いて両ネジ鉄筋
の接続を行うため、外径(D1 )及び基円径(D2 )の他
カプラー内面の螺旋状雌ネジに適合する雄ネジのフシ高
さ(a),フシピッチ(P),フシズレ(G)及びフシ角度
2 )等の外周フシ形状についても厳しい精度が要求さ
れ、もし、フシズレ等があると多量の不合格品を発生さ
せることとなる。このため、この種の異形棒鋼の圧延に
際しては、寸法形状管理が極めて重要であり、特に始圧
延時は、ことさら慎重に行う必要がある。従来、この始
圧延時の寸法形状調節は、1回圧延しオフラインで人手
を介して中間検査サンプルの寸法形状を測定し、それを
次の圧延にフィードバックし基準内にはいるまでこれを
繰り返し、圧延材の圧下量,スラスト量,上下ロールの
フシズレ量等を調整し、本格圧延へと移行している。
2. Description of the Related Art The rolling workability of a deformed steel bar having protrusions and ribs on the outer peripheral surface thereof is particularly difficult as compared with ordinary round bar rolling. In particular, regarding the deformed steel bar 1 for screw reinforcing bars shown in FIG. 6, since both screw reinforcing bars are connected using the coupler for coupling, the spiral of the inner surface of the coupler other than the outer diameter (D 1 ) and the base circle diameter (D 2 ) is used. Height (a), bush pitch (P), shift (G), and bush angle of the male screw that fits the female screw
Strict accuracy is required for the outer peripheral shape such as (θ 2 ), and if there is misalignment, a large amount of rejected products will be generated. Therefore, when rolling this type of deformed bar steel, it is very important to control the dimensions and shape, and particularly at the time of initial rolling, it is necessary to be very careful. Conventionally, this dimensional shape adjustment at the time of initial rolling is performed by rolling once, measuring the dimensional shape of the intermediate inspection sample manually by hand, feeding it back to the next rolling, and repeating this until it is within the standard, The rolling amount, the thrust amount, and the misalignment amount of the upper and lower rolls of the rolled material are adjusted to shift to full-scale rolling.

【0003】尚、本発明に係わる先行技術として、例え
ば特開昭59−141008号公報、特開昭60−25
0235号公報等に開示の技術があるが、これらはネジ
の表面欠陥検査に関するものであり、本発明が目的とし
ているような寸法形状を検出する場合には適用出来な
い。
As prior art relating to the present invention, for example, JP-A-59-141008 and JP-A-60-25.
There are techniques disclosed in Japanese Patent No. 0235, etc., but these are related to the surface defect inspection of the screw and cannot be applied to the case of detecting the size and shape as intended by the present invention.

【0004】[0004]

【発明が解決しようとする課題】このように異形棒鋼圧
延始圧延時の寸法形状計測が人手によるため、計測時間
が長くかかり、計測精度もバラツキが多いため、その間
の圧延中断による圧延T/Hrの低下をまぬがれない問
題があった。そこで、いかに短時間で精度良く異形棒鋼
の寸法形状を検出することが出来るか、即ち人手でなく
自動測定出来る技術の開発が望まれていた。
As described above, since the dimension and shape measurement at the time of the initial rolling of the deformed steel bar is manually performed, the measuring time is long and the measuring accuracy varies widely. There was a problem that could not be overcome. Therefore, there has been a demand for development of a technique capable of accurately detecting the dimension and shape of a deformed steel bar in a short time, that is, capable of performing automatic measurement without manual labor.

【0005】本発明は、このような問題点に鑑みなされ
たもので、熱間圧延直後の異形棒鋼の寸法形状を短時間
に精度良く計測する方法及び装置を提供することを目的
とする。
The present invention has been made in view of the above problems, and an object of the present invention is to provide a method and apparatus for accurately measuring the dimension and shape of a deformed steel bar immediately after hot rolling.

【0006】[0006]

【課題を解決するための手段】本発明方法は、異形棒鋼
の形状計測方法において、異形棒鋼の平坦部位(以下圧
延フリー面という)に向けて、径方向に広がりを有する
少なくとも1本の平行光線を照射し、異形棒鋼により遮
光された光のパターンを軸方向に走査してその白黒画像
信号を得、白黒画像信号のうち異形棒鋼の径方向の最初
と最後の黒信号の座標値を検出し、該座標値を異形棒鋼
の軸方向に差分演算して径の変化点を検出し、各々の径
の変化点の座標値により異形棒鋼の外径,基円径,フシ
高さ,フシピッチ,フシズレ及びフシ角度の少くとも1
つを検出するものである。
The method of the present invention is a method for measuring the shape of a deformed steel bar, wherein at least one parallel light beam having a radial spread toward a flat portion (hereinafter referred to as a rolling free surface) of the deformed steel bar. The black and white image signal is obtained by scanning the light pattern shielded by the deformed steel bar in the axial direction, and the coordinate values of the first and last black signal in the radial direction of the deformed steel bar are detected from the black and white image signal. The difference value is calculated in the axial direction of the deformed steel bar to detect the diameter change point, and the outer diameter of the deformed steel bar, the base circle diameter, the bush height, the bush pitch, and the shift deviation are detected based on the coordinate value of each of the diameter change points. And at least 1 of the bending angle
One to detect one.

【0007】又、本発明装置は、異形棒鋼の形状計測装
置において、異形棒鋼の径方向に広がりを有する平行光
線を照射する照明装置と、異形棒鋼により遮光された異
形棒鋼径方向の光のパターンを軸方向に走査してその白
黒画像信号を得る撮像装置と、白黒画像信号の異形棒鋼
径方向の最初と最後の黒信号の座標値を検出し、該座標
値を異形棒鋼の軸方向に差分演算して径の変化点を検出
し、各変化点の座標値から異形棒鋼の外径,基円径,フ
シ高さ,フシピッチ,フシズレ及びフシ角度の少くとも
1つを検出する信号処理装置とから構成される形状計測
装置である。
Further, the apparatus of the present invention is, in the shape measuring apparatus for deformed steel bar, an illuminating device for irradiating parallel rays having a spread in the radial direction of the deformed steel bar, and a light pattern in the radial direction of the deformed steel bar shielded by the deformed steel bar. And an image pickup device that obtains the black and white image signal by scanning in the axial direction, and the coordinate values of the first and last black signals in the radial direction of the deformed steel bar of the black and white image signal are detected and the coordinate values are differentiated in the axial direction of the deformed steel bar. A signal processing device that calculates and detects a diameter change point, and detects at least one of the outer diameter, base circle diameter, bush height, bush pitch, bush shift, and bush angle of the deformed steel bar from the coordinate value of each shift point. It is a shape measuring device composed of.

【0008】[0008]

【作用】以下、本発明の内容について図面により詳細に
説明する。図1から図4は、本発明に係わる異形棒鋼の
形状計測の原理を示す図である。図1において、異形棒
鋼1のフリー面2を目測でほぼ垂直にして受台3に載せ
て、異形棒鋼1の背後の照明装置4から平行光線を照射
し、それと対向して設置したカメラ5で異形棒鋼1を撮
影する。図2に示すように、カメラ5の受光部には例え
ば512×480画素の受光素子が配列されており、異
形棒鋼1の軸方向及び径方向が、各々受光素子の512
画素方向(X方向)と480画素方向(Y方向)に撮影
される。
The contents of the present invention will be described in detail below with reference to the drawings. 1 to 4 are views showing the principle of shape measurement of a deformed steel bar according to the present invention. In FIG. 1, the free surface 2 of the deformed steel bar 1 is placed on the pedestal 3 with the free surface 2 of the deformed steel bar 1 being substantially vertical, and a parallel light beam is emitted from the illumination device 4 behind the deformed steel bar 1, and the camera 5 is installed to face it. The deformed steel bar 1 is photographed. As shown in FIG. 2, light receiving elements of 512 × 480 pixels are arranged in the light receiving portion of the camera 5, and the axial direction and the radial direction of the deformed steel bar 1 are set to 512 of the light receiving elements, respectively.
Images are taken in the pixel direction (X direction) and the 480 pixel direction (Y direction).

【0009】異形棒鋼1の背後から照射された光が、異
形棒鋼1によって遮られる部位と遮られない部位は、カ
メラ5の受光素子では各々明るさの異なる情報として検
出され、所定の明るさ以上を受光素子の白状態、以下を
黒状態とすると、異形棒鋼1の形状は、図2に示すよう
な、白,黒状態の分布として計測される。
The area where the light emitted from the rear of the deformed steel bar 1 is shielded by the deformed steel bar 1 and the portion which is not shielded by the deformed steel bar 1 are detected by the light receiving elements of the camera 5 as information of different brightness, and the light having a predetermined brightness or more is detected. Is the white state of the light receiving element and the following is the black state, the shape of the deformed steel bar 1 is measured as a distribution of the white and black states as shown in FIG.

【0010】図2において、光が異形棒鋼1により遮ら
れる最初の径方向部位である白から黒になるY方向第1
番目の黒の画素の位置を、軸方向であるX方向の画素単
位で求め、各々の座標値を、(x0 、y0n ),(x
1 、y1n )・・・(xm 、ymn )・・・として検出する。
In FIG. 2, the first radial direction where light is blocked by the deformed steel bar 1 is changed from white to black, which is the first Y direction.
The position of the th black pixel is calculated in pixel units in the X direction, which is the axial direction, and the coordinate values of the respective pixels are (x 0 , y 0n ), (x
1, y 1n) ··· (x m, detected as y mn) ···.

【0011】同様に、光が異形棒鋼1により遮られる最
後の径方向部位である黒から白になるY方向最後の黒の
座標を、軸方向であるX方向に、(x0 、y0n ’),
(x1 、y2n ')・・・(xm 、ymn ’)・・・として検出す
る。
Similarly, the coordinates of the last black in the Y direction from black, which is the last radial portion where light is blocked by the deformed steel bar 1, to white, are set to (x 0 , y 0n 'in the axial direction). ),
(x 1 , y 2n ') ... (x m , y mn ') ...

【0012】これらの座標値について下式に示す2つの
演算を行い、異形極鋼1の軸方向の径寸法変化点を検出
する。
Two arithmetic operations shown in the following equations are performed on these coordinate values to detect the radial dimension change point of the deformed pole steel 1.

【0013】第1の前方差分演算は、ある座標を起点と
してX方向の数点先までを範囲としてY座標の差分を演
算し、結果を起点のY座標値とする処理であり、第2の
後方差分演算は、逆に、ある座標を起点としてX方向の
数点前までを範囲としてY座標の差分を演算し、結果を
起点のY座標値とする処理である。
The first forward difference calculation is a process of calculating a difference in Y coordinates from a certain coordinate as a starting point up to a few points in the X direction and setting the result as the Y coordinate value of the starting point. On the contrary, the backward difference calculation is a process of calculating the difference of the Y coordinate within a range starting from a certain coordinate up to several points in the X direction and setting the result as the Y coordinate value of the starting point.

【0014】 〔前方差分演算〕 (y0n −y1n )+(y0n −y2n )+・・+(y0n −ymn ) ⇒y0n (y1n −y2n )+(y1n −y3n )+・・+(y1n−y(m+1)n)⇒y1n ・・ (y0n'−y1n')+(y0n'−y2n')+・・+(y0n'−ymn')⇒y0n' (y1n'−y2n')+(y1n'−y3n')+・・+(y1n'−y(m+1)n')⇒y1n' 〔後方差分演算〕 (ymn−y(m-1)n)+(ymn−y(m-2)n)+・・+(ymn−y0n)⇒ymn (y(m+1)n−ymn)+(y(m+1)n−y(m-1)n)+・・+(y(m+1)n−y1n)⇒y(m+1)n ・ ・ (ymn'−y(m-1)n')+(ymn'−y(m-2)n')+・・+(ymn'−y0n')⇒ymn' (y(m+1)n'−ymn')+(y(m+1)n'−y(m-1)n')+・・+(y(m+1)n'−y1n')⇒y(m+1)n' ・ ・ 異形棒鋼1の軸方向の寸法変化点は、これら前方差分
演算及び後方差分演算結果がゼロとなる点から求める。
即ち、図3に示すように、異形棒鋼1の軸方向での寸法
変化開始点A1,A2は、後方差分演算値のゼロとなる点
からA1 (x1 ,y1 ),A2 (x3 ,y3 )のように検
出し、寸法変化終了点B1,B2は前方差分演算値のゼロ
となる点からB1(x2 ,y2 ),B2(x4 、y4 )の
ように検出する。
[Forward Difference Calculation] (y 0n −y 1n ) + (y 0n −y 2n ) + ·· + (y 0n −y mn ) ⇒ y 0n (y 1n −y 2n ) + (y 1n −y 3n ) + ・ ・ + (y 1n −y (m + 1) n ) ⇒y 1n・ ・ (y 0n '−y 1n ') + (y 0n '−y 2n ') + ・ ・ + (y 0n ' −y mn ') ⇒y 0n ' (y 1n '−y 2n ') + (y 1n '−y 3n ') + ・ ・ + (y 1n '−y (m + 1) n ') ⇒y 1n ' [Backward difference calculation] (y mn −y (m-1) n ) + (y mn −y (m-2) n ) + ・ ・ + (y mn −y 0n ) ⇒ y mn (y (m + 1 ) n −y mn ) + (y (m + 1) n −y (m-1) n ) + ・ ・ + (y (m + 1) n −y 1n ) ⇒ y (m + 1) n・ ・(y mn '−y (m-1) n ') + (y mn '−y (m-2) n ') + ・ ・ + (y mn '−y 0n ') ⇒ y mn '(y (m +1) n '−y mn ') + (y (m + 1) n '−y (m-1) n ') + ・ ・ + (y (m + 1) n '−y 1n ') ⇒y (m + 1) n '・ ・ The dimension change point in the axial direction of the deformed steel bar 1 is obtained from the point where the results of the forward difference calculation and the backward difference calculation become zero.
That is, as shown in FIG. 3, the dimensional change starting points A 1 and A 2 in the axial direction of the deformed steel bar 1 are A 1 (x 1 , y 1 ), A 2 from the point where the backward difference calculation value becomes zero. (X 3 , y 3 ), and the dimensional change end points B 1 and B 2 are B 1 (x 2 , y 2 ), B 2 (x 4 , y) from the point where the forward difference calculation value becomes zero. Detect as in 4 ).

【0015】このように差分演算により求めた異形棒鋼
軸方向の寸法変化点を利用して異形棒鋼の形状を計測す
る。
The shape of the deformed steel bar is measured using the dimension change point in the axial direction of the deformed steel bar thus obtained by the difference calculation.

【0016】図4に示すように、異形棒鋼1の外径(D
1 )は、奇数番目の寸法変化終了点B1 点とB1 '点の
Y座標値差からD1 =y2 −y2 'として求める。又、
1 点からA2 点のY座標値の平均値とB1' 点からA2
'点のY座標値の平均値の差から求めれば、さらにバラ
ツキの小さな計測が出来る。
As shown in FIG. 4, the outer diameter of the deformed steel bar 1 (D
1 ) is obtained as D 1 = y 2 −y 2 ′ from the Y coordinate value difference between the odd-numbered dimensional change end points B 1 and B 1 ′. or,
A 2 from a point B from the average value and the B 1 'point of Y-coordinate values of A 2 points
If it is obtained from the difference in the average value of the Y coordinate values of the points, it is possible to measure with less variation.

【0017】異形棒鋼の基円径(D2 )は、奇数番目の
寸法変化開始点A1 点とA1 '点のY座標値からD2
1 −y1 'として求める。これもB2 点からA3 点の
Y座標の平均値とB2 '点からA3 '点のY座標値の平均
値の差から求めれば、さらにバラツキの小さな計測が出
来る。
The base circle diameter (D 2 ) of the deformed steel bar is D 2 = from the Y coordinate values of the odd-numbered dimensional change starting points A 1 and A 1 ′.
y 1 −y 1 'is obtained. This can also be measured with a smaller variation if it is obtained from the difference between the average value of the Y coordinates from the B 2 point to the A 3 point and the average value of the Y coordinate values from the B 2 'point to the A 3 ' point.

【0018】異形棒鋼のフシ高さ(a)は、奇数番目の
寸法変化開始点A1 点と終了点B1点のY座標値の差か
らa=y2 −y1 として求める。これもさらにバラツキ
の小さな計測とするため、B1 点からA2 点のY座標値
の平均値とB2 点からA3 点のY座標値の平均値の差か
ら求める事ができる。
The bristle height (a) of the deformed steel bar is determined as a = y 2 −y 1 from the difference in Y coordinate value between the odd-numbered dimensional change start point A 1 and end point B 1 . Since this is also a measurement with a smaller variation, it can be obtained from the difference between the average value of the Y coordinate values from the B 1 point to the A 2 point and the average value of the Y coordinate values from the B 2 point to the A 3 point.

【0019】異形棒鋼のフシピッチ(P)は、4点置き
のX座標値差、例えばA1 点とA3点のX座標値差(P
=x5 −x1 )から求める。ここでA1 点、B1 点、A
2 点、B2 点で囲まれる面積と、A3 点、B3 点、A4
点、B4 点で囲まれる面積の重心点のX座標値の差によ
りさらにバラツキの小さな計測が出来る。
The bending pitch (P) of the deformed steel bar is the difference in X coordinate value at every four points, for example, the difference in X coordinate value between point A 1 and point A 3 (P).
= Determined from x 5 -x 1). Where A 1 point, B 1 point, A
Area surrounded by 2 points and B 2 points, A 3 points, B 3 points, A 4
A smaller variation can be measured by the difference in the X coordinate value of the center of gravity of the area surrounded by the points B 4 and B 4 .

【0020】異形棒鋼のフシズレ(G)は、フシの傾斜
角度(θ1 )が一定な事を利用して、A1 点から予め与
られたθ1 の角度で延長した線とA1 '点とのX座標値
の差から求める。これもさらにバラツキの小さな計測を
するには、A1 点、B1 点、A2 点、B2 点で囲まれる
面積とA1 '点、B1 、A2 、B2 '点で囲まれる面積の
重心点のX座標値差から求めれば良い。
[0020] Fushizure variants steel bar (G) utilizes that the inclination angle of the knots (theta 1) is constant, lines and A 1 'point extended in advance Azukara the theta 1 angle from a point A It is calculated from the difference in the X coordinate value between and. Even further to the small measurement variations which, A 1 point, B 1 point, A 2 points, area and A 1 'point, B 1, A 2, B 2' surrounded by two points B enclosed by points It may be obtained from the difference in X coordinate value of the center of gravity of the area.

【0021】又、異形棒鋼のフシ角度(θ2)は、A1
点とB1 点及びA2 点とB2 点を結ぶ直線が交わる角度
から求める。
The bending angle (θ 2 ) of the deformed steel bar is A 1
It is calculated from the angle at which the straight lines connecting the points B 1 and A 2 and the points B 2 intersect.

【0022】[0022]

【実施例】図1に本発明の形状計測装置の一実施例を示
す。装置は、異形棒鋼1のフリー面2を垂直にして載せ
る受台3、照明装置4、照明装置4と反対側に配置した
カメラ5、カメラ調整用のカメラコントローラ6、得ら
れた画像から異形棒鋼の長手方向での径変化点を演算す
る径変化点検出装置7、この変化点を利用して異形棒鋼
1の形状を検出するための形状演算装置8及び出力装置
9から構成される。照明装置4は異形棒鋼1の径方向に
広がった平行光線を照射する。カメラ5は、異形棒鋼1
によって遮光された光のパターンを、カメラ5内の2次
元平面状に配列された受光素子により白黒信号として検
出する。カメラコントローラ6は、カメラ5の視野,絞
り調整を行い、最適な撮影状態にカメラ5を調整する。
径変化点検出装置7は、カメラ5で得られた画像信号か
ら、白黒画像信号の異形棒鋼径方向の最初と最後の黒信
号の画素の座標値を検出し、この座標値を異形棒鋼軸方
向に演算して径の変化点を検出する。形状演算装置8
は、このような演算により得られた異形棒鋼軸方向の径
変化点を使用して、異形棒鋼の外径,基円径,フシ高
さ,フシピッチ,フシズレ及びフシ角度を算出する。計
測結果すなわち算出した各値は、記録計やCRT画面等
の出力装置9に出力する。
FIG. 1 shows an embodiment of the shape measuring apparatus of the present invention. The apparatus is a pedestal 3 on which the free surface 2 of the deformed steel bar 1 is placed vertically, an illuminating device 4, a camera 5 arranged on the opposite side of the illuminating device 4, a camera controller 6 for camera adjustment, and an deformed steel bar from the obtained image. It comprises a diameter change point detection device 7 for calculating a diameter change point in the longitudinal direction, a shape calculation device 8 for detecting the shape of the deformed steel bar 1 using this change point, and an output device 9. The illuminating device 4 irradiates the deformed steel bar 1 with parallel rays of light spread in the radial direction. The camera 5 is a deformed steel bar 1.
The light pattern shielded by is detected as a black and white signal by the light receiving elements arranged in a two-dimensional plane in the camera 5. The camera controller 6 adjusts the field of view and the aperture of the camera 5, and adjusts the camera 5 to an optimum shooting state.
From the image signal obtained by the camera 5, the diameter change point detection device 7 detects the coordinate values of the pixels of the first and last black signals in the radial direction of the deformed steel bar of the black-and-white image signal, and determines these coordinate values in the axial direction of the deformed steel bar. And the change point of the diameter is detected. Shape calculator 8
Uses the diameter change point in the axial direction of the deformed steel bar obtained by such calculation to calculate the outer diameter, the base circle diameter, the hump height, the hump pitch, the hump shift, and the hump angle of the irregular steel bar. The measurement result, that is, each calculated value is output to the output device 9 such as a recorder or a CRT screen.

【0023】図5に本発明装置による標準の異形棒鋼の
形状計結果を示す。本実施例では、50mm視野/5000bit
=0.01mm/bitの分解能を持つカメラ5を使用してい
る。計測
FIG. 5 shows the shape measurement results of a standard deformed steel bar by the device of the present invention. In this embodiment, 50 mm field of view / 5000 bit
The camera 5 having a resolution of 0.01 mm / bit is used. measurement

【0024】時間は約30秒であり、精度も必要な範囲
内で計測出来る事を確認している。
The time is about 30 seconds, and it has been confirmed that the accuracy can be measured within a required range.

【発明の効果】以上のように、本発明によれば、異形棒
鋼の形状を精度良く迅速に計測することができるため、
測定結果を即圧延機の調整に反映することが可能とな
り、寸法形状不良材の減少と圧延停止時間の減少という
2つの課題を克服し産業上極めて有効である。
As described above, according to the present invention, the shape of a deformed steel bar can be measured accurately and quickly.
It is possible to reflect the measurement result in the adjustment of the rolling mill immediately, and it is extremely effective in the industry by overcoming the two problems of reducing the dimensionally defective material and reducing the rolling stop time.

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

【図1】 本発明装置の一実施例の全体構成を示すブロ
ック図である。
FIG. 1 is a block diagram showing the overall configuration of an embodiment of the device of the present invention.

【図2】 図1に示すカメラ5の撮影画面を示す平面図
である。
FIG. 2 is a plan view showing a shooting screen of the camera 5 shown in FIG.

【図3】 図2に示す撮影画像より算出した、図1に示
す異形棒鋼1の軸方向の外径変化点を求めるための差分
値を示すグラフである。
FIG. 3 is a graph showing a difference value calculated from the photographed image shown in FIG. 2 for obtaining an outer diameter change point in the axial direction of the deformed steel bar 1 shown in FIG.

【図4】 図2に示す撮影画像上の、図1に示す異形棒
鋼1の形状を算出するための座標を示す平面図である。
FIG. 4 is a plan view showing the coordinates for calculating the shape of the deformed steel bar 1 shown in FIG. 1 on the captured image shown in FIG. 2.

【図5】 図1に示す装置による実測デ−タ表を示す平
面図である。
5 is a plan view showing an actually measured data table by the apparatus shown in FIG.

【図6】 異形棒鋼1の形状を示す拡大図である。FIG. 6 is an enlarged view showing the shape of the deformed steel bar 1.

【符号の説明】[Explanation of symbols]

1:ネジ鉄筋用異形棒鋼 2:異形棒鋼の圧
延フリー面 3:受台 4:照明装置 5:カメラ 6:カメラコント
ローラ 7:径変化点検出装置 8:形状演算装置 9:出力装置
1: Deformed bar steel for screw reinforcing bars 2: Rolling free surface of deformed bar steel 3: Cradle 4: Lighting device 5: Camera 6: Camera controller 7: Diameter change point detection device 8: Shape calculation device 9: Output device

───────────────────────────────────────────────────── フロントページの続き (72)発明者 野 村 一 治 室蘭市仲町12番地 ニッテツ北海道制御シ ステム株式会社内 (72)発明者 覚 張 透 室蘭市仲町12番地 ニッテツ北海道制御シ ステム株式会社内 ─────────────────────────────────────────────────── ─── Continuation of front page (72) Inventor Kazuharu Nomura, 12 Nakamachi, Muroran City, Nittetsu Hokkaido Control System Co., Ltd. (72) Inventor, Toru Kakuhari, 12 Nakamachi, Muroran City

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】異形棒鋼の圧延フリー面に向けて、径方向
に広がりを有する少なくとも1本の平行光線を照射し、
異形棒鋼により遮光された光のパターンを軸方向に走査
してその白黒画像信号を得、白黒画像信号のうち異形棒
鋼の径方向の最初と最後の黒信号の座標値を検出し、該
座標値を異形棒鋼の軸方向に差分演算して径の変化点を
検出し、異形棒鋼の外径,基円径,フシ高さ,フシピッ
チ,フシズレおよびフシ角度の一つ以上を検出すること
を特徴とする異形棒鋼の形状計測方法。
1. A non-rolled surface of a deformed steel bar is irradiated with at least one parallel light beam having a radial spread.
The pattern of light shielded by the deformed steel bar is scanned in the axial direction to obtain the black-and-white image signal, and the coordinate values of the first and last black signals in the radial direction of the deformed steel bar in the black-and-white image signal are detected, and the coordinate values are detected. Is characterized by detecting the change point of the diameter by calculating the difference in the axial direction of the deformed steel bar and detecting one or more of the outer diameter, base circle diameter, bush height, bush pitch, slippage and bush angle of the deformed steel bar. Measuring method for deformed steel bar.
【請求項2】異形棒鋼の径方向に広がりを有する平行光
線を照射する照明装置と、異形棒鋼により遮光された異
形棒鋼径方向の光のパターンを軸方向に走査してその白
黒画像信号を得る撮像装置と、白黒画像信号の異形棒鋼
径方向の最初と最後の黒信号の座標値を検出し、該座標
値を異形棒鋼の軸方向に差分演算して径の変化点を検出
する演算装置と、得られた径の変化点から異形棒鋼の外
径,基円径,フシ高さ,フシピッチ,フシズレおよびフ
シ角度の一つ以上を検出する信号処理装置と、を備える
異形棒鋼の形状計測装置。
2. A lighting device for irradiating a parallel light beam having a spread in the radial direction of the deformed steel bar, and a pattern of light in the radial direction of the deformed steel bar shielded by the deformed steel bar is axially scanned to obtain a black and white image signal thereof. An image pickup device; and an arithmetic device for detecting the coordinate values of the first and last black signals in the radial direction of the deformed steel bar of the black and white image signal, and calculating the difference between the coordinate values in the axial direction of the deformed steel bar to detect the change point of the diameter. And a signal processing device for detecting one or more of the outer diameter, the base circle diameter, the height of the bush, the height of the bush, the shift, and the angle of the bush from the obtained change point of the shape of the deformed steel bar.
JP331292A 1992-01-10 1992-01-10 Method and apparatus for measuring shape of steel bar of irregular shape Withdrawn JPH05187825A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP331292A JPH05187825A (en) 1992-01-10 1992-01-10 Method and apparatus for measuring shape of steel bar of irregular shape

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP331292A JPH05187825A (en) 1992-01-10 1992-01-10 Method and apparatus for measuring shape of steel bar of irregular shape

Publications (1)

Publication Number Publication Date
JPH05187825A true JPH05187825A (en) 1993-07-27

Family

ID=11553845

Family Applications (1)

Application Number Title Priority Date Filing Date
JP331292A Withdrawn JPH05187825A (en) 1992-01-10 1992-01-10 Method and apparatus for measuring shape of steel bar of irregular shape

Country Status (1)

Country Link
JP (1) JPH05187825A (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7351357B2 (en) 2002-03-01 2008-04-01 E.I. Du Pont De Nemours And Company Printing of organic conductive polymers containing additives
JP2010169404A (en) * 2009-01-20 2010-08-05 Mitsubishi Cable Ind Ltd Method for measuring long body with projection
CN102506753A (en) * 2011-11-04 2012-06-20 西安电子科技大学 Fourteen-point spherical wavelet transformation-based shape difference detection method for irregular parts
CN102980529A (en) * 2012-11-28 2013-03-20 西安电子科技大学 Part shape difference detection method based on multi-scale mesh vertex average gradient
WO2014162666A1 (en) 2013-04-01 2014-10-09 株式会社神戸製鋼所 Shape measuring device
JP2015001146A (en) * 2013-06-18 2015-01-05 株式会社竹中工務店 Reinforcement bar inspection assisting device and program
JP2018189399A (en) * 2017-04-28 2018-11-29 新日本非破壊検査株式会社 Deformed reinforcing bar surface inspection apparatus and surface inspection method
JP2021021622A (en) * 2019-07-26 2021-02-18 株式会社大林組 System, method, and program for supporting confirmation of bar arrangement
CN112629407A (en) * 2020-11-24 2021-04-09 西安理工大学 Deformed steel bar size measuring method based on image analysis

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7351357B2 (en) 2002-03-01 2008-04-01 E.I. Du Pont De Nemours And Company Printing of organic conductive polymers containing additives
JP2010169404A (en) * 2009-01-20 2010-08-05 Mitsubishi Cable Ind Ltd Method for measuring long body with projection
CN102506753A (en) * 2011-11-04 2012-06-20 西安电子科技大学 Fourteen-point spherical wavelet transformation-based shape difference detection method for irregular parts
CN102980529A (en) * 2012-11-28 2013-03-20 西安电子科技大学 Part shape difference detection method based on multi-scale mesh vertex average gradient
WO2014162666A1 (en) 2013-04-01 2014-10-09 株式会社神戸製鋼所 Shape measuring device
JP2015001146A (en) * 2013-06-18 2015-01-05 株式会社竹中工務店 Reinforcement bar inspection assisting device and program
JP2018189399A (en) * 2017-04-28 2018-11-29 新日本非破壊検査株式会社 Deformed reinforcing bar surface inspection apparatus and surface inspection method
JP2021021622A (en) * 2019-07-26 2021-02-18 株式会社大林組 System, method, and program for supporting confirmation of bar arrangement
CN112629407A (en) * 2020-11-24 2021-04-09 西安理工大学 Deformed steel bar size measuring method based on image analysis
CN112629407B (en) * 2020-11-24 2024-03-22 西安理工大学 Deformed steel bar dimension measuring method based on image analysis

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