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JPS6144607B2 - - Google Patents
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JPS6144607B2 - - Google Patents

Info

Publication number
JPS6144607B2
JPS6144607B2 JP24798383A JP24798383A JPS6144607B2 JP S6144607 B2 JPS6144607 B2 JP S6144607B2 JP 24798383 A JP24798383 A JP 24798383A JP 24798383 A JP24798383 A JP 24798383A JP S6144607 B2 JPS6144607 B2 JP S6144607B2
Authority
JP
Japan
Prior art keywords
steel pipe
milling cutter
cutting
bead
weld bead
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
JP24798383A
Other languages
Japanese (ja)
Other versions
JPS60146607A (en
Inventor
Shizuo Obinata
Yoshihiro Sakagami
Morikazu Ikuta
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.)
Mitsubishi Heavy Industries Ltd
Nippon Steel Corp
Original Assignee
Mitsubishi Heavy Industries Ltd
Nippon Steel Corp
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 Mitsubishi Heavy Industries Ltd, Nippon Steel Corp filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP24798383A priority Critical patent/JPS60146607A/en
Publication of JPS60146607A publication Critical patent/JPS60146607A/en
Publication of JPS6144607B2 publication Critical patent/JPS6144607B2/ja
Granted legal-status Critical Current

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B23MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
    • B23CMILLING
    • B23C3/00Milling particular work; Special milling operations; Machines therefor
    • B23C3/002Milling elongated workpieces

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Milling Processes (AREA)

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明はUφ鋼管製造工程に於ける鋼管内面の
溶接ビード切削作業の機械化に関するものであ
る。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to mechanization of weld bead cutting work on the inner surface of a steel pipe in the Uφ steel pipe manufacturing process.

(従来技術) 一般にUφ鋼管製造工程に於いてシーム溶接後
水圧試験機の密封性確保及び管端開先加工上の要
求から第1図に示すように両管端部の内面溶接ビ
ードを切削除去しており、その際未切削ビード高
さは0.5mm以下でありかつ鋼管の肉厚を確保する
ために母材の切削は許されないという条件を満た
すことが必要とされている。
(Prior art) In general, in the Uφ steel pipe manufacturing process, the inner weld bead at both ends of the pipe is cut and removed as shown in Figure 1 in order to ensure the sealability of the hydraulic tester after seam welding and to process the pipe end bevel. In this case, it is necessary to meet the conditions that the uncut bead height is 0.5 mm or less and that cutting of the base material is not allowed in order to ensure the wall thickness of the steel pipe.

従来の鋼管の内面溶接ビード切削装置としては
第2図に示す実開昭55―66754号公報に記載され
たブーム1の先端に研削砥石2、研削砥石設定角
度調整機構3、上下方向高さ調整機構4、及び被
加工材5の内面に接するガイドローラー6を取り
つけた研削ヘツド7を設けたことを特徴とする溶
接角筒管の内面溶接ビード切削装置がある。
A conventional internal weld bead cutting device for steel pipes, as shown in Fig. 2, is equipped with a grinding wheel 2 at the tip of a boom 1, a grinding wheel setting angle adjustment mechanism 3, and a height adjustment mechanism 3 in the vertical direction, as described in Japanese Utility Model Application Publication No. 55-66754. There is an apparatus for cutting an inner weld bead of a welded rectangular tube, which is characterized by having a mechanism 4 and a grinding head 7 equipped with a guide roller 6 that contacts the inner surface of a workpiece 5.

しかし第2図に示す従来装置は角筒管の内面溶
接ビードの除去を目的としたものであり、これを
円形断面を持つ鋼管(以下これを単に鋼管と称す
る)の内面溶接ビード切削に適用する際には以下
に示す問題点がある。
However, the conventional device shown in Fig. 2 is intended for removing the inner weld bead of a rectangular cylindrical pipe, and is applied to cutting the inner weld bead of a steel pipe with a circular cross section (hereinafter simply referred to as a steel pipe). In this case, there are the following problems.

(従来技術の問題点) 従来装置を鋼管の内面溶接ビード切削に適用す
るには第1に鋼管径の変化に対応することが必要
であるが、従来装置は砥石設定角度設定機構3を
備えているため後述のようにこの角度変更により
鋼管内径の変化への対応は可能である。
(Problems with the prior art) In order to apply the conventional device to cutting the inner weld bead of a steel pipe, it is first necessary to deal with changes in the steel pipe diameter, but the conventional device is equipped with a grindstone setting angle setting mechanism 3. Therefore, it is possible to respond to changes in the inner diameter of the steel pipe by changing this angle as described later.

しかし実際のUφ鋼管の溶接部には第3図aに
示すように鋼管8のシーム部左右の母材が角度α
をなして外側へつき出すピーキング、同図bに示
すようにシーム部左右の母材が高さaの段差を持
つオフセツト、及び同図cに示すように管端部の
ビードが鋼管長手水平方向に対して角度βだけ傾
いているビード部の管軸方向曲がりといつた真
直、真円の鋼管からの形状偏差があり、実際には
これらが組み合わさつた形で存在している。
However, in the actual welded part of the Uφ steel pipe, the base metal on the left and right sides of the seam part of the steel pipe 8 is at an angle of α, as shown in Figure 3a.
As shown in figure b, there is an offset in which the base material on the left and right sides of the seam has a step of height a, and as shown in figure c, the bead at the end of the pipe extends in the longitudinal horizontal direction of the steel pipe. There are shape deviations from a straight, perfectly round steel pipe, such as a bend in the pipe axis direction of the bead part that is inclined at an angle β relative to the pipe, and in reality, a combination of these exists.

従来装置は真円鋼管に対しては適用が可能であ
るが上記のピーキング、オフセツト、管軸方向曲
がりといつた形状偏差検出機構やその検出値に基
づく切削条件設定機構を備えていない為、従来装
置を形状偏差のある鋼管に適用すると未切削ビー
ド高が許容値を超えたり母材を切削する危険性が
あつた。このため鋼管の内面ビード切削作業は従
来からハンドグラインダーによる手作業により行
なわれてきた。しかしハンドグラインダー作業に
は騒音、粉塵、振動といつた作業環境を悪化させ
る要素が多いため早急にこれを改善する必要があ
つた。
Although conventional equipment can be applied to perfectly round steel pipes, it does not have a shape deviation detection mechanism such as the above-mentioned peaking, offset, and bending in the pipe axial direction, nor a mechanism to set cutting conditions based on the detected values. When the device was applied to steel pipes with shape deviations, there was a risk that the uncut bead height would exceed the allowable value or the base material would be cut. For this reason, the inner bead cutting work of steel pipes has traditionally been carried out manually using a hand grinder. However, hand grinder work involves many factors that worsen the working environment, such as noise, dust, and vibration, so there was an urgent need to improve these issues.

(発明の目的) 本発明はこれらの問題を生ずる原因となるとこ
ろの鋼管溶接部にピーキング、オフセツト、管軸
方向曲がりといつた形状偏差がある場合に於いて
も許容未切削ビード高さの範囲内で内面溶接ビー
ドを自動切削することにより作業環境の改善、要
員の合理化を図つたことを特徴とするUφ鋼管シ
ーム部の内面溶接ビード切削装置を提供するもの
である。
(Objective of the Invention) The present invention aims to improve the range of allowable uncut bead height even when there are shape deviations such as peaking, offset, and bending in the axial direction of the pipe in the welded part of the steel pipe that cause these problems. The present invention provides an apparatus for cutting an inner weld bead at a seam portion of a Uφ steel pipe, which is characterized in that the work environment is improved and the number of personnel is rationalized by automatically cutting the inner weld bead within the seam section of a Uφ steel pipe.

(発明の概要、構成) 本発明は鋼管の管軸長手方向、横方向及び上下
方向に移動可能なブームに先端にフライスカツタ
と倣いロールを設け、フライスカツタ回転軸のブ
ームに対する傾斜角度及び倣いロールのブームに
対する上下方向変位量がそれぞれ任意設定可能な
機構を持たせた切削装置に於いて、鋼管溶接部の
ピーキング、オフセツト、管軸方向曲がり等の真
直、真円鋼管からの形状偏差の測定装置を設け、
測定した前記形状偏差量に応じてフライスカツタ
傾斜角、フライスカツタ横方向移動量及び倣いロ
ール上下方向移動量を設定し、倣いロールを鋼管
表面に倣わせながら前記ブームを管軸方向に移動
することにより鋼管内面溶接ビードを所定のビー
ド高さ範囲内に収まるようにフライス切削するこ
とを特徴とする鋼管内面溶接ビード切削装置であ
る。
(Summary and Structure of the Invention) The present invention provides a boom movable in the longitudinal direction, lateral direction, and vertical direction of the tube axis of a steel pipe, and a milling cutter and a copying roll are provided at the tip thereof, and the inclination angle of the milling cutter rotating shaft with respect to the boom and the copying roll are adjusted. This is a device for measuring shape deviations from straightness and perfect round steel pipes, such as peaking, offset, and bending in the pipe axis direction of steel pipe welds, in cutting equipment equipped with a mechanism that can arbitrarily set the amount of vertical displacement with respect to the boom. established,
Setting a milling cutter inclination angle, a milling cutter lateral movement amount, and a copying roll vertical movement amount according to the measured shape deviation amount, and moving the boom in the pipe axis direction while making the copying roll follow the surface of the steel pipe. This is a steel pipe inner surface weld bead cutting device that mills a steel pipe inner surface weld bead so that it falls within a predetermined bead height range.

以下実施例に基づき本発明装置の構成を説明す
る。
The configuration of the apparatus of the present invention will be described below based on examples.

第4図は本発明の実施例を示す正面図、第5図
は側面図である。
FIG. 4 is a front view showing an embodiment of the present invention, and FIG. 5 is a side view.

本発明装置は傾斜式フライスカツタにより鋼管
の内面溶接ビードを切削するビード切削装置本
体、溶接部近傍の鋼管形状を測定する形状測定装
置及び切削時鋼管を固定する鋼管固定装置から構
成される。
The apparatus of the present invention is comprised of a bead cutting device main body that cuts the inner weld bead of a steel pipe with an inclined milling cutter, a shape measuring device that measures the shape of the steel pipe near the weld, and a steel pipe fixing device that fixes the steel pipe during cutting.

ビード切削装置 ビード切削装置は傾斜式フライスカツタ及び倣
いロールを取り付けたブームとそのブームの3軸
方向位置決め装置からなり水平に置かれた鋼管8
の管端部に設置される。
Bead cutting device The bead cutting device consists of a boom equipped with an inclined milling cutter and a copying roll, and a 3-axis positioning device for the boom, and a steel pipe 8 placed horizontally.
installed at the end of the pipe.

11はフライスカツタ12、フライスカツタ駆
動用油圧モータ13からなるカツタヘツドであ
り、これは軸14を介してブーム10に回転可能
に取り付けられている。カツタヘツドのブームに
対する傾斜角は電動機17により設定される機構
となつている。19は倣いロールであり、これは
ブーム10に対し上下方向に移動可能なように取
り付けられており、その移動量は電動機21によ
り設定される。ブーム10は油圧シリンダ24、
フオークエンド25、支点軸26,27からなる
油圧圧下装置を介して移動ブロツク23の側面に
摺動可能なように取り付けられている。移動ブロ
ツク23はスクリユーガイド30、スクリユーシ
ヤフト31、スクリユーシヤフト駆動電動機3
2、軸受33からなる横方向位置決め機構を介し
て移動ブロツク29上面に摺動可能なように取り
付けられている。さらに移動ブロツク29はスク
リユーガイド35、スクリユーシヤフト36、ス
クリユーシヤフト駆動電動機37、軸受38から
なる管軸長手方向位置決め機構を介して固定ベツ
ド34上面に摺動可能なように取り付けられてい
る。
A cutter head 11 includes a milling cutter 12 and a hydraulic motor 13 for driving the milling cutter, and is rotatably attached to the boom 10 via a shaft 14. The inclination angle of the cutter head with respect to the boom is set by an electric motor 17. Reference numeral 19 denotes a copying roll, which is attached to the boom 10 so as to be movable in the vertical direction, and the amount of movement thereof is set by an electric motor 21. The boom 10 includes a hydraulic cylinder 24,
It is slidably attached to the side surface of the moving block 23 via a hydraulic lowering device consisting of a fork end 25 and fulcrum shafts 26 and 27. The moving block 23 includes a screw guide 30, a screw shaft 31, and a screw shaft drive motor 3.
2. It is slidably attached to the upper surface of the moving block 29 via a lateral positioning mechanism consisting of a bearing 33. Furthermore, the moving block 29 is slidably attached to the upper surface of the fixed bed 34 via a tube axis longitudinal positioning mechanism consisting of a screw guide 35, a screw shaft 36, a screw shaft drive motor 37, and a bearing 38. .

形状測定装置 形状測定装置は鋼管下方に設置された上下方向
変位計43とそれの昇降装置からなる。変位計4
3は昇降フレーム42上に鋼管長手方向に2列、
1列当たり横方向に4個設置されている。昇降フ
レーム42は昇降用油圧シリンダ40、ガイドポ
スト41を介してベースフレーム39に取り付け
られている。変位計43は測定子44の変位によ
り基準位置から鋼管外面までの距離を測定するも
のであり、これによる測定結果からピーキング角
オフセツト量、管軸方向曲がり角を演算する。
Shape Measuring Device The shape measuring device consists of a vertical displacement meter 43 installed below the steel pipe and an elevating device for it. Displacement meter 4
3 is two rows of steel pipes in the longitudinal direction on the lifting frame 42;
There are four installed horizontally in each row. The elevating frame 42 is attached to the base frame 39 via an elevating hydraulic cylinder 40 and a guide post 41. The displacement meter 43 measures the distance from the reference position to the outer surface of the steel pipe by the displacement of the measuring element 44, and calculates the peaking angle offset amount and the bending angle in the pipe axis direction from the measurement results.

なお横方向に配置した4個の変位計の間隔は溶
接ビード幅に応じて変更できる機構にしてもよ
い。また変位計はさらに多数設置してもよい。
Note that a mechanism may be adopted in which the interval between the four displacement meters arranged in the horizontal direction can be changed according to the weld bead width. Further, a larger number of displacement meters may be installed.

鋼管固定装置 鋼管固定装置は管端部に設置され油圧シリンダ
46の作用でつめ48,49が鋼管を挾み固定す
る機構となつている。
Steel Pipe Fixing Device The steel pipe fixing device is installed at the end of the pipe, and has a mechanism in which pawls 48 and 49 clamp and fix the steel pipe under the action of a hydraulic cylinder 46.

(発明の作用) 本発明装置は鋼管があらかじめ所定の基準位置
に搬送され、かつ溶接ビード部が鋼管横断面円周
上の最も低い位置に来るよう位置合わせされた状
態で動作する。この状態に於ける本装置の動作は
鋼管の固定、溶接ビード部近傍の形状測定、その
結果による切削条件の設定、及び実際の内面溶接
ビード切削の各動作からなる。以下これら一連の
動作について説明する。
(Operation of the Invention) The apparatus of the present invention operates with the steel pipe being conveyed in advance to a predetermined reference position and aligned so that the weld bead portion is at the lowest position on the circumference of the cross section of the steel pipe. The operation of this device in this state consists of fixing the steel pipe, measuring the shape near the weld bead, setting cutting conditions based on the results, and actually cutting the inner weld bead. These series of operations will be explained below.

鋼管固定 第4図に示すように所定位置に位置決めされた
鋼管8は油圧シリンダ46の作用によるつめ48
の下降、つめ49の上昇により挾まれることによ
り固定され、切削中の鋼管位置を一定に保つと共
に鋼管の振動を吸収、減衰し切削騒音の低減を図
る作用を持つ。
Steel pipe fixation As shown in FIG.
It is fixed by being clamped by the lowering of the pawl 49 and the raising of the pawl 49, and has the effect of keeping the position of the steel pipe constant during cutting, as well as absorbing and attenuating the vibration of the steel pipe, thereby reducing cutting noise.

形状測定 上記のように鋼管が所定位置に固定されると変
位計43が油圧シリンダ40の作用で所定位置ま
で上昇し、測定子44の先端が鋼管外表面に接触
し押し下げられ、接触位置のレベルに応じて変位
する。第6図a,bはこの状態に於けるビード部
の拡大概略図であり同図c,dはそれぞれ同図
a,bの位置関係を示す原理図である。
Shape measurement When the steel pipe is fixed at a predetermined position as described above, the displacement gauge 43 is raised to a predetermined position by the action of the hydraulic cylinder 40, and the tip of the probe 44 contacts the outer surface of the steel pipe and is pushed down to the level of the contact position. Displaced according to. Figures 6a and 6b are enlarged schematic diagrams of the bead portion in this state, and Figures 6c and d are principle diagrams showing the positional relationship of Figures 6a and 6b, respectively.

第6図c,dに於いて鋼管軸長手水平方向をY
軸、横方向をX軸、溶接ビード部を含む上下方向
をZ軸とするX―Y―Z座標系をとると変位計4
3―1,43―2,43―3及び43―4は同一
XZ平面内にあり、また変位計43―2及び43
―5は同一YZ平面内にあつて、これらの変位計
の測定子先端と鋼管外表面との接点をそれぞれ
P1,P2,P3,P4,P5と表示する。管端部第1列の
4個の変位計は鋼管径に比べ十分に狭い間隔で配
置されており、しかも溶接ビード部はピーキング
を持つのでこの領域に於いては鋼管横方向外面は
ほぼ直接と近似できる。したがつて第6図cに示
すようにピーキング角αはX―Z平面に於ける直
線P1,P2と直接P3,P4とのなす角で評価でき、オ
フセツト量aは直線P1,P2と直線P3,P4のZ切片
の差で評価できる。また直接P1,P2と直線P3,P4
との交点とZ軸との距離x0が後述のオフセツト対
応時のフライスカツタ横方向移動量となる。
In Fig. 6c and d, the longitudinal horizontal direction of the steel pipe axis is Y.
If we take an X-Y-Z coordinate system with the horizontal direction as the X-axis and the vertical direction including the weld bead as the Z-axis, the displacement meter 4
3-1, 43-2, 43-3 and 43-4 are the same
Located in the XZ plane, and displacement gauges 43-2 and 43
-5 are located in the same YZ plane, and the contact points between the tip of the probe of these displacement meters and the outer surface of the steel pipe are respectively
Display as P 1 , P 2 , P 3 , P 4 , P 5 . The four displacement gauges in the first row of the tube end are arranged at sufficiently narrow intervals compared to the diameter of the steel tube, and the weld bead has peaking, so in this area, the outer surface of the steel tube in the lateral direction is almost directly Can be approximated. Therefore, as shown in Fig. 6c, the peaking angle α can be evaluated by the angle formed by the straight lines P 1 and P 2 on the X-Z plane and the direct lines P 3 and P 4 , and the offset amount a can be estimated from the angle formed by the straight lines P 1 and P 2 on the X-Z plane. , P 2 and the straight lines P 3 and P 4 . Also, direct P 1 , P 2 and straight lines P 3 , P 4
The distance x0 between the intersection with the Z-axis and the Z-axis is the amount of lateral movement of the milling cutter when dealing with offset, which will be described later.

つぎに第6図bに於いて変位計43―2,43
―5の間隔は鋼管全長に比べ十分に小さいので鋼
管溶接部外面はほぼ直接と近似でき管端部に於け
る管軸方向曲がり角βは同図dに示すようにY―
Z′平面に於ける直線P2,P5の傾きで評価できる。
Next, in Fig. 6b, displacement meters 43-2, 43
Since the interval of -5 is sufficiently small compared to the total length of the steel pipe, the outer surface of the welded part of the steel pipe can be almost directly approximated, and the bending angle β in the pipe axial direction at the pipe end is Y- as shown in Figure d.
It can be evaluated by the slope of straight lines P 2 and P 5 in the Z′ plane.

以上の過程で鋼管溶接部下方の基準位置から鋼
管外面の距離を測定することにより鋼管の形状偏
差であるところの第3図aに示すピーキング角
α、第3図bに示すオフセツト量a、第3図cに
示す管軸方向曲がり角βを検出することができ
る。
In the above process, by measuring the distance of the outer surface of the steel pipe from the reference position below the steel pipe weld, we can determine the shape deviation of the steel pipe, namely the peaking angle α shown in Figure 3a, the offset amount a shown in Figure 3b, and the peak angle α shown in Figure 3b. The bending angle β in the tube axis direction shown in FIG. 3c can be detected.

切削条件設定 つぎに形状測定により得られた諸量を用いて切
削条件を設定する動作について説明する。
Cutting Condition Setting Next, the operation of setting cutting conditions using various quantities obtained by shape measurement will be explained.

第7図は切削条件決定の際の入力条件である鋼
管内径Di、ピーキング角α、オフセツト量a、
ビード曲がり角βと切削条件設定のための制御変
数であるフライスカツタ傾斜角Q0、フライスカ
ツタ横方向移動量x0、倣いロール位置Z0との関係
を示した系統図である。
Figure 7 shows the input conditions for determining cutting conditions: steel pipe inner diameter Di, peaking angle α, offset amount a,
FIG. 2 is a system diagram showing the relationship between bead bending angle β, milling cutter inclination angle Q 0 , milling cutter lateral movement amount x 0 , and copying roll position Z 0 which are control variables for setting cutting conditions.

フライスカツタ傾斜角Q0の設定 第8図はフライスカツタ傾斜角と鋼管径の関係
を示す説明図である。傾斜式フライスカツタはフ
ライス回転軸を鋼管に対して傾斜させることによ
りビード幅という狭い範囲内に於いては近似的に
鋼管内径と同じ切削径が得られることを利用し鋼
管径の変化に対し1組のフライスカツタで対応し
ようとするものであり第8図に示すように管径が
大きくなる程フライスカツタ傾斜角は小さくな
る。従つて鋼管が真円であるときは第9図aに示
すように鋼管内径にほぼ等しい切削径が得られる
フライスカツタ傾斜角を選ぶと未切削ビード高さ
hはほぼ0になる。しかし鋼管内径が同じでかつ
溶接部近傍にピーキングが存在する場合にピーキ
ング無の場合と同じフライスカツタ傾斜角にて切
削を行なうと第9図bに示すように未切削ビード
高さhが大きくなり許容範囲内に収まらない。そ
こで第9図cに示すようにピーキング角αに応じ
て所定の補正を加えたフライスカツタ傾斜角Q0
を設定し、かつフライスカツタを所定量だけ上下
方向に移動して切削を行なうとピーキングが存在
する条件に於いても未切削ビード高さhを許容範
囲内に収めることが可能となる。
Setting of the milling cutter inclination angle Q 0 FIG. 8 is an explanatory diagram showing the relationship between the milling cutter inclination angle and the steel pipe diameter. The tilt type milling cutter takes advantage of the fact that by tilting the axis of milling rotation with respect to the steel pipe, a cutting diameter that is approximately the same as the inner diameter of the steel pipe can be obtained within the narrow range of the bead width. This is handled by a set of milling cutters, and as shown in FIG. 8, the larger the tube diameter, the smaller the milling cutter inclination angle. Therefore, when the steel pipe is a perfect circle, the uncut bead height h will be approximately 0 if the milling cutter inclination angle is selected to obtain a cutting diameter approximately equal to the inner diameter of the steel pipe, as shown in FIG. 9a. However, when the inner diameter of the steel pipe is the same and there is peaking near the weld, if cutting is performed with the same milling cutter inclination angle as when there is no peaking, the uncut bead height h will increase as shown in Figure 9b. Not within the allowable range. Therefore, as shown in Fig. 9c, the milling cutter inclination angle Q 0 is adjusted according to the peaking angle α with a predetermined correction.
By setting , and performing cutting by moving the milling cutter vertically by a predetermined amount, it is possible to keep the uncut bead height h within an allowable range even under conditions where peaking exists.

フライスカツタ横方向移動量の設定 つぎに溶接部にオフセツトが存在する場合、第
10図aに示すようにフライスカツタ横方向移動
量無x=0の条件では未切削ビード高さhが許容
範囲を超えるが、同図bに示すようにフライスカ
ツタをオフセツト量に応じて所定量x0だけ鋼管内
面の低い側へ横移動し、かつ上下方向にも所定量
移動することにより未切削ビード高さhを許容範
囲内に収めることが可能となる。なお上記のオフ
セツト対応時にはオフセツト段差の高い側のビー
ド下部の母材が多少切削されることになるが、こ
の部分の外面は外面ビードで覆われており所要の
肉厚が保証される為この部分の切削は容認され
る。
Setting the amount of lateral movement of the milling cutter Next, when there is an offset in the welded part, as shown in Figure 10a, under the condition that the amount of lateral movement of the milling cutter x = 0, the uncut bead height h falls within the allowable range. However, as shown in Figure b, by moving the milling cutter laterally to the lower side of the inner surface of the steel pipe by a predetermined amount x 0 according to the offset amount, and also moving it a predetermined amount in the vertical direction, the uncut bead height h can be reduced. It is possible to keep it within the permissible range. Note that when dealing with the above offset, the base material below the bead on the side with the higher offset step will be cut to some extent, but the outer surface of this part is covered with an outer bead and the required wall thickness is guaranteed, so this part is cut. cutting is acceptable.

倣いロール位置Z0の設定 さらに鋼管管端部に於いて管軸方向の曲がりに
よる上下方向のレベル変動が存在する場合フライ
スカツタを鋼管軸長手水平方向のみに移動し切削
を行なうと未切削ビード高が許容範囲に収まらな
いが、第11図に示すようにフライスカツタ傾斜
角設定後、鋼管曲がり角βに応じて必要なフライ
スカツタ先端と倣いロール先端との上下方向距離
Z1を求め、これと前述のピーキング、オフセツト
に対応する為のフライスカツタ上下方向移動量を
考慮して所定の演算で倣いロール位置Z0を設定し
フライスカツタと倣いロールの位置関係を一定に
保つことにより未切削ビード高が許容範囲内に収
まるように切削することが可能になる。
Setting the copying roll position Z 0 Furthermore, if there is a level fluctuation in the vertical direction due to bending in the pipe axis direction at the end of the steel pipe, if the milling cutter is moved only in the longitudinal horizontal direction of the steel pipe axis and cutting is performed, the uncut bead height is not within the allowable range, but as shown in Figure 11, after setting the milling cutter inclination angle, the required vertical distance between the milling cutter tip and the copying roll tip is determined according to the steel pipe bending angle β.
Determine Z 1 , take into account the amount of vertical movement of the milling cutter to correspond to the peaking and offset mentioned above, and set the copying roll position Z 0 using a predetermined calculation to keep the positional relationship between the milling cutter and the copying roll constant. By maintaining this, it becomes possible to perform cutting so that the uncut bead height falls within the allowable range.

切削装置の作用 つぎに切削装置の作用について説明する。切削
装置の動作は上記過程で求めた切削条件の設定、
第1図に示した長さ′のビード境界部の切り下
げ、及び所定長さの内面溶接ビード切削の各動
作からなる。第12図はこれら一連の動作を示す
説明図である。
Function of the cutting device Next, the function of the cutting device will be explained. The operation of the cutting device is determined by setting the cutting conditions determined in the above process,
This operation consists of cutting down the bead boundary part of the length ' shown in FIG. 1 and cutting the inner weld bead of a predetermined length. FIG. 12 is an explanatory diagram showing a series of these operations.

切削装置が所定位置で待機している状態で内外
面溶接を終了した鋼管が搬送され、所定位置に置
かれると鋼管固定装置46〜49により固定され
る。
While the cutting device is waiting at a predetermined position, the steel pipe whose inner and outer surfaces have been welded is transported, and when placed at a predetermined position, it is fixed by steel pipe fixing devices 46 to 49.

この状態で第12図aに示すように溶接ビード
部近傍の形状測定を行なうと同時にブーム10が
管軸方向位置決め機構35〜38の作用で管内に
前進し所定の被切削ビード長さに応じた位置に停
止する。この位置で第12図bに示すようにカツ
タヘツド11は傾斜角設定機構15〜17の作用
により所定角度Q0だけ傾斜すると共に横方向位
置決め機構30〜33の作用により所定量x0だけ
横方向に移動する。一方倣いロール19は倣いロ
ール位置設定機構20,21の作用により所定設
定値Z0にビード高に応じた値△Z0を加えた値を持
つ位置Z=Z0+△Z0に設定される。
In this state, as shown in Fig. 12a, the shape near the weld bead is measured, and at the same time, the boom 10 is advanced into the pipe by the action of the pipe axial positioning mechanisms 35 to 38, and is moved to a predetermined length of the bead to be cut. Stop in position. In this position, as shown in FIG. 12b, the cutter head 11 is tilted by a predetermined angle Q 0 by the action of the inclination angle setting mechanisms 15 to 17, and laterally by a predetermined amount x 0 by the action of the lateral positioning mechanisms 30 to 33. Moving. On the other hand, the copying roll 19 is set to a position Z = Z 0 + △Z 0 having a value obtained by adding a value △Z 0 corresponding to the bead height to a predetermined set value Z 0 by the action of the copying roll position setting mechanisms 20 and 21 . .

つぎに第12図cに示すようにブーム10は油
圧圧下装置24〜28の作用により倣いロール1
9が鋼管内面に接する位置まで下降し、この位置
でフライスカツタ12が回転を開始する。
Next, as shown in FIG.
The milling cutter 9 descends to a position where it contacts the inner surface of the steel pipe, and at this position the milling cutter 12 starts rotating.

本装置によるビード切削は第12図eに示すよ
うにフライスカツタ12に対し油圧シリンダ24
により所定量の圧下を加え、かつ倣いロール19
によりフライスカツタと鋼管内面との位置関係を
一定に保つことにより切込深さを一定に保持しな
がらフライスカツタ12をビード方向に後退させ
ることにより行なわれるがビード切削境界部分は
斜めに切り下げる必要があり第12図dに示すよ
うにフライスカツタの後退に同期して倣いロール
位置を初期設定位置Z=Z0+△Z0から所定設定位
置Z=Z0に変化させ切込量を変化させることによ
りビード切削開始部が所定の形状に切り下げられ
る。境界部の切削が終了すると前記のように倣い
ロール19は設定位置Z=Z0に保持され引き継き
フライスカツタ12が後退することにより所定長
の内面溶接ビードが切削され第1図に示す状態が
得られる。
Bead cutting by this device is performed using a hydraulic cylinder 24 with respect to a milling cutter 12, as shown in FIG. 12e.
A predetermined amount of reduction is applied by the copying roll 19.
This is done by retreating the milling cutter 12 toward the bead while keeping the depth of cut constant by keeping the positional relationship between the milling cutter and the inner surface of the steel pipe constant, but it is necessary to cut down the bead cutting boundary part diagonally. Yes, as shown in Fig. 12d, the copying roll position is changed from the initial setting position Z = Z 0 + △Z 0 to the predetermined setting position Z = Z 0 in synchronization with the retreat of the milling cutter to change the depth of cut. The bead cutting start portion is cut down into a predetermined shape. When the cutting of the boundary part is completed, the copying roll 19 is held at the set position Z=Z 0 as described above, and the milling cutter 12 moves back to cut a predetermined length of the inner weld bead, resulting in the state shown in FIG. 1. is obtained.

(発明の効果) 以上の説明の通り本発明を実機化した本発明装
置はピーキング、オフセツト、管軸方向曲がりの
ある銅管に対しても許容未切削ビード高さ範囲内
で内面溶接ビードを切削することを特徴とする内
面溶接ビード切削装置であり、本発明により以下
に述べる顕著な効果を得ることができるものであ
る。
(Effects of the Invention) As explained above, the device of the present invention, which has put the present invention into practice, can cut the inner weld bead within the allowable uncut bead height range even for copper pipes with peaking, offset, and bending in the tube axis direction. This is an internal weld bead cutting device characterized by the following features, and the present invention can provide the remarkable effects described below.

(イ) フライス切削の採用により従来のハンドグラ
インダー研削に比べ騒音レベルが約20%低減さ
れ、かつグラインダー研削により生じていた浮
遊粉塵が大幅に低減される作業環境が大幅に改
善される。
(b) By adopting milling, the noise level is reduced by approximately 20% compared to conventional hand grinder grinding, and the working environment is greatly improved as the airborne dust generated by grinder grinding is greatly reduced.

(ロ) 従来の手作業が機械化されたため作業者に与
える作業負荷が低減され、かつ従来1シフト当
り2名配置されていた作業者が本切削装置オペ
レータ1名に削減され要員の合理化が図れる。
(b) Since conventional manual work has been mechanized, the workload on workers is reduced, and the number of workers assigned per shift is reduced from 2 to 1 operator of this cutting equipment, resulting in rationalization of personnel.

このように本発明の装置は製品の質面及び作業
性の面で優れた効果を発揮するものである。
As described above, the apparatus of the present invention exhibits excellent effects in terms of product quality and workability.

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

第1図は、内面溶接ビード切削後の状態説明
図、第2図は、従来の内面溶接ビード切削装置の
構造説明図、第3図a,b,cは、鋼管溶接部の
形状偏差説明図、第4図は、本発明の内面溶接ビ
ード切削装置の正面図、第5図は、本発明の内面
溶接ビード切削装置の側面図、第6図はa,b,
c,dは、溶接ビード部近傍の形状測定装置の動
作説明図、第7図は、切削条件設定動作の系統
図、第8図はa,b,c,dは、傾斜式フライス
カツタの原理説明図、第9図a,b,cはピーキ
ングを有する鋼管の内面溶接ビードを切削する際
の切削条件設定動作の説明図、第10図a,b
は、オフセツトを有する鋼管の内面溶接ビードを
切削する際の切削条件設定動作の説明図、第11
図は、管軸方向に曲がりを有する鋼管の内面溶接
ビードを切削する際の折削条件設定動作の説明
図、第12図a,b,c,d,eは、本発明の内
面溶接ビード切削装置の動作説明図である。 1…ブーム、2…研削砥石、3…研削砥石設定
角度調整機構、4…上下方向高さ調整機構、5…
被加工材(角筒管)、6…ガイドローラ、7…研
削ヘツド、8…鋼管、9…内面溶接ビード、9′
…外面溶接ビード、10…ブーム、11…カツタ
ヘツド、12…フライスカツタ、13…フライス
カツタ駆動油圧モータ、14…カツタヘツド回転
軸、15…ウオームホイール、16…ウオームギ
ア、17…電動機、18…倣いロールガイド、1
9…倣いロール、20…スクリユーシヤフト、2
1…電動機、22…バランスウエイト、23…移
動ブロツク、24…油圧シリンダ、25…フオー
クエンド、26…支点軸、27…支点軸、28…
バランスウエイト、29…移動ブロツク、30…
スクリユーガイド、31…スクリユーシヤフト、
32…電動機、33…軸受、34…固定ベツド、
35…スクリユーガイド、36…スクリユーシヤ
フト、37…電動機、38…軸受、39…ベース
フレーム、40…油圧シリンダ、41…ガイドポ
スト、42…昇降フレーム、43…変位計、44
…測定子、45…ベースフレーム、46…油圧シ
リンダ、47…鋼管固定装置フレーム、48…内
つめ、49…外つめ。
Fig. 1 is an explanatory diagram of the state after cutting the internal weld bead, Fig. 2 is an explanatory diagram of the structure of a conventional internal weld bead cutting device, and Fig. 3 a, b, and c are explanatory diagrams of the shape deviation of the welded part of the steel pipe. , FIG. 4 is a front view of the inner weld bead cutting device of the present invention, FIG. 5 is a side view of the inner weld bead cutting device of the present invention, and FIG. 6 is a, b,
c and d are explanatory diagrams of the operation of the shape measuring device near the weld bead, Fig. 7 is a system diagram of the cutting condition setting operation, and Fig. 8 is a, b, c, and d are the principles of the inclined milling cutter. Explanatory diagrams, Figures 9a, b, and c are explanatory diagrams of cutting condition setting operations when cutting an inner weld bead of a steel pipe with peaking, and Figures 10a, b
11 is an explanatory diagram of the cutting condition setting operation when cutting an inner weld bead of a steel pipe having an offset.
The figure is an explanatory diagram of the cutting condition setting operation when cutting the inner weld bead of a steel pipe having a bend in the pipe axis direction. FIG. 3 is an explanatory diagram of the operation of the device. 1... Boom, 2... Grinding wheel, 3... Grinding wheel setting angle adjustment mechanism, 4... Vertical height adjustment mechanism, 5...
Workpiece (square tube), 6... Guide roller, 7... Grinding head, 8... Steel pipe, 9... Inner weld bead, 9'
...Outer surface welding bead, 10...Boom, 11...Cut head, 12...Milling cutter, 13...Milling cutter drive hydraulic motor, 14...Cut head rotation axis, 15...Worm wheel, 16...Worm gear, 17...Electric motor, 18...Copying roll guide ,1
9... Copying roll, 20... Screw shaft, 2
DESCRIPTION OF SYMBOLS 1... Electric motor, 22... Balance weight, 23... Moving block, 24... Hydraulic cylinder, 25... Fork end, 26... Fulcrum shaft, 27... Fulcrum shaft, 28...
Balance weight, 29...Moving block, 30...
Screw Guide, 31... Screw Shaft,
32...Electric motor, 33...Bearing, 34...Fixed bed,
35... Screw guide, 36... Screw shaft, 37... Electric motor, 38... Bearing, 39... Base frame, 40... Hydraulic cylinder, 41... Guide post, 42... Lifting frame, 43... Displacement meter, 44
... Measuring element, 45... Base frame, 46... Hydraulic cylinder, 47... Steel pipe fixing device frame, 48... Inner pawl, 49... Outer pawl.

Claims (1)

【特許請求の範囲】[Claims] 1 鋼管の管軸方向、横方向、上下方向の3方向
の位置決めが可能なブーム先端にフライスカツタ
とフライスカツタのブームに対する傾斜角設定機
構及び倣いロールと倣いロールのブームに対する
上下方向変位量設定機構を設けると共に鋼管溶接
ビード部のピーキング、オフセツト、管軸方向曲
がりの真直、真円の鋼管からの形状偏差を検出
し、検出したオフセツト量に対してはフライスカ
ツタの管軸横方向移動量を、ピーキング量に対し
てはフライスカツタ傾斜角を、管軸方向曲がりに
対しては倣いロール上下方向移動量を演算し、演
算結果に基づいてフライスカツタ位置、フライス
カツタ傾斜角、倣いロール位置を同時に修正設定
する形状偏差測定装置を設けたことを特徴とする
鋼管の内面溶接ビード切削装置。
1. At the tip of the boom, which can position the steel pipe in three directions: the axial direction, the lateral direction, and the vertical direction, there is a milling cutter, a mechanism for setting the inclination angle of the milling cutter to the boom, and a mechanism for setting the vertical displacement amount of the copying roll and the copying roll relative to the boom. At the same time, peaking in the weld bead of the steel pipe, offset, bending in the pipe axis direction, deviation from a straight and perfectly round steel pipe are detected, and the amount of lateral movement of the milling cutter in the pipe axis direction is calculated for the detected offset amount. The milling cutter inclination angle is calculated for the amount of peaking, and the copying roll vertical movement amount is calculated for the bending in the tube axis direction. Based on the calculation results, the milling cutter position, milling cutter inclination angle, and copying roll position are corrected at the same time. A steel pipe inner weld bead cutting device characterized by being equipped with a shape deviation measuring device.
JP24798383A 1983-12-29 1983-12-29 Method of cutting weld bead on inner surface of steel pipe and device therefor Granted JPS60146607A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24798383A JPS60146607A (en) 1983-12-29 1983-12-29 Method of cutting weld bead on inner surface of steel pipe and device therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24798383A JPS60146607A (en) 1983-12-29 1983-12-29 Method of cutting weld bead on inner surface of steel pipe and device therefor

Publications (2)

Publication Number Publication Date
JPS60146607A JPS60146607A (en) 1985-08-02
JPS6144607B2 true JPS6144607B2 (en) 1986-10-03

Family

ID=17171448

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24798383A Granted JPS60146607A (en) 1983-12-29 1983-12-29 Method of cutting weld bead on inner surface of steel pipe and device therefor

Country Status (1)

Country Link
JP (1) JPS60146607A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
USRE43694E1 (en) 2000-04-28 2012-10-02 Sharp Kabushiki Kaisha Stamping tool, casting mold and methods for structuring a surface of a work piece

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2536654B2 (en) * 1990-03-16 1996-09-18 日本鋼管株式会社 Control method of groove processing by milling cutter of large diameter welded steel pipe
JP6934266B2 (en) * 2019-06-28 2021-09-15 ダイコク工業株式会社 Welding bead cutting equipment
CN110732715B (en) * 2019-10-29 2020-11-27 浙江纳迪克数控设备有限公司 Numerical control cutting machine tool for hollow tube internal cutting

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
USRE43694E1 (en) 2000-04-28 2012-10-02 Sharp Kabushiki Kaisha Stamping tool, casting mold and methods for structuring a surface of a work piece

Also Published As

Publication number Publication date
JPS60146607A (en) 1985-08-02

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