JPS63123527A - Manufacture of crack arrester steel pipe - Google Patents

Manufacture of crack arrester steel pipe

Info

Publication number
JPS63123527A
JPS63123527A JP61269124A JP26912486A JPS63123527A JP S63123527 A JPS63123527 A JP S63123527A JP 61269124 A JP61269124 A JP 61269124A JP 26912486 A JP26912486 A JP 26912486A JP S63123527 A JPS63123527 A JP S63123527A
Authority
JP
Japan
Prior art keywords
steel
pipe
slab
thick
longitudinal direction
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.)
Granted
Application number
JP61269124A
Other languages
Japanese (ja)
Other versions
JPH0661578B2 (en
Inventor
Masatoshi Tsukamoto
塚本 雅敏
Yoshiaki Kawaguchi
川口 喜昭
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
Original Assignee
Sumitomo Metal Industries 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 Sumitomo Metal Industries Ltd filed Critical Sumitomo Metal Industries Ltd
Priority to JP61269124A priority Critical patent/JPH0661578B2/en
Publication of JPS63123527A publication Critical patent/JPS63123527A/en
Publication of JPH0661578B2 publication Critical patent/JPH0661578B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L57/00Protection of pipes or objects of similar shape against external or internal damage or wear

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Rigid Pipes And Flexible Pipes (AREA)

Abstract

PURPOSE:To easily form a crack arrester steel pipe without any restrictions by boring a penetrating hole toward width direction at the middle part of thick ness in longitudinal direction, inserting a steel in the hole, hot-rolling to a steel plate, then making it the pipe-like state by rolling up toward width direction and seamwelding both faced ends. CONSTITUTION:The one or plural holes penetrating toward width direction at right angle direction to the longitudinal direction at the middle part of thick ness in a part of the longitudinal direction of a slab 1 are bored. Next, the steel piece 3 having the same or different material as the slab 1 and cleaned surface is inserted and the opening ends thereof is seal welded. Next, after heating this slab 1, it is flatly spread toward longitudinal direction by the thick plate rolling mill under pressing condition without any metallurgical joining the inserted steel piece 3 with the base material 1, to make it the raw material steel plate 5. And, by a canmaking means, the raw material steel plate 5 is bent toward width direction, to form to the pipe-like state, which both side edges are faced, and by longitudinally seamwelded both the side edges, the crack arrester steel pipe 6 inserting an annular body 3'', which quasi-joins to the base material at the thick part in a part of axial direction is made.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、クラックアレスター鋼管、特にアレスターが
肉厚内部に内設されるクラックアレスター鋼管の製造方
法に関する。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a method for manufacturing a crack arrester steel pipe, particularly a crack arrester steel pipe in which an arrester is installed inside the pipe with a thick wall.

(従来の技術〕 天然ガス輸送用等のパイプラインには、100〜300
 m/secの速度で不安定延性破壊に起因する管軸長
方向への亀裂伝播が生じることがある。
(Conventional technology) Pipelines for natural gas transportation, etc. have 100 to 300
Crack propagation in the longitudinal direction of the tube axis may occur due to unstable ductile fracture at a speed of m/sec.

このため、所定長さの鋼管を順次突合せ周溶接接合して
バイブラインを施設するに際して鋼管の数本ないし数十
本おきに前記亀裂伝播を防止する機能を存するa管、所
謂クラックアレスター鋼管が介設使用される。
For this reason, when constructing a vibrate line by sequentially butting and circumferentially welding steel pipes of a predetermined length, a so-called crack arrester steel pipe, which has the function of preventing the crack propagation, is inserted every few to tens of steel pipes. used.

そして、従来用いられているタラツクアレスター鋼管と
しては次のようなものが周知である。
The following types of tartar arrester steel pipes that have been conventionally used are well known.

■所定長さの単層肉厚鋼管の軸長方向の一部外周面に1
411g41aワイヤあるいは棒鋼等の索条体を複数回
密に巻き付は装着したもの。
■1 on a part of the outer peripheral surface in the axial direction of a single-layer thick steel pipe of a predetermined length.
411g41a A cable made of wire or steel bar that is tightly wrapped multiple times.

■所定長さの単層肉厚g4管の軸長方向の一部外周面に
鋼製の短尺スリーブを密に外嵌装着したもの。
■A short steel sleeve is tightly fitted around a part of the outer peripheral surface in the axial direction of a predetermined length of single-layer G4 pipe.

■当接相互面が冶金的に接合することのない多層肉厚で
あり、その多層肉厚内部に周方向に延在するスリット空
隙部が形成された短尺の多層肉厚91I管の両管端に単
層肉厚鋼管を突合せ周溶接接合したもの。
■ Both pipe ends of a short multi-layer wall thickness 91I pipe, which has a multi-layer wall thickness that does not metallurgically bond the mutual contact surfaces, and has a slit cavity extending in the circumferential direction inside the multi-layer wall thickness. Single-layer thick steel pipes are butted and circumferentially welded together.

ところで、前記■および■のものは、常法により製造し
た単層肉厚鋼管の一部外周面に単に索条体を巻き付けH
nするかあるいは鋼製の短尺スリーブを密に外嵌HHす
るのみで製造することができるから、長尺でかつ軸方向
強度に問題のないものが得られるが、管外周面の一部に
突出付属物を有すので、その輸送並びに現場施工時の取
扱いが煩しいのに加え、突出付屑物と管外周面間の隙間
腐食防止対策を講じなければならないという不都合があ
る。
By the way, in the case of (1) and (2) above, the cable body is simply wrapped around a part of the outer circumferential surface of a single-layer thick steel pipe manufactured by a conventional method.
Since it can be manufactured by simply fitting a short sleeve made of steel tightly around the outside, it is possible to obtain a long sleeve with no problem in axial strength. Because of the attachments, transportation and handling during on-site construction are cumbersome, and there is also the inconvenience of having to take measures to prevent crevice corrosion between the protruding scraps and the outer circumferential surface of the pipe.

このため、最近はこのような不都合のない前記■のもの
が注目され使用されるようになっている。
For this reason, recently, the above-mentioned type (2), which does not have such disadvantages, has been attracting attention and being used.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

しかしながら、前記■のクラブクアレスター鋼管は第3
図にその製造工程を示すように、比較的狭幅(通常50
0〜1500 m )の所定長さ0厚さの鋼板Mの長手
方向中間部領域に、形成すべき管径に応じた周長ピッチ
おきに長手方向に対して交互に逆方向に傾斜するスリッ
ト孔Sを所要数条穿設加工し、該スリット孔加工g14
仮を巻き成形してその両端を溶接止めw、wした所要の
多層(通常5〜7層)肉厚の短筒体(P、 )となし、
該短筒体(r’、 )を加熱して後竪型の2本ロール圧
延機にて所定の外径・肉厚に仕上圧延し、次いで所要の
熱処理と 拡管加工を施して短尺の多層肉厚4A管(r
’、)を得、該多層肉厚鋼管(P8)の両端に常法によ
り製造した同一の外径・肉厚を有する所定長さの単層肉
厚鋼管(P、 ) 、(P4)を突合せ周溶接接合する
ことにより製造されるものであった。
However, the Club Quarestar steel pipe mentioned above is the third
As shown in the figure, the manufacturing process is relatively narrow (usually 50 mm).
0 to 1,500 m ), slit holes are formed in the intermediate region in the longitudinal direction of a steel plate M having a predetermined length and thickness of 0 to 1,500 m, and are inclined in opposite directions with respect to the longitudinal direction at intervals of circumferential length according to the pipe diameter to be formed. Drill the required number of S, and process the slit holes g14
Roll the temporary material and weld the ends w, w to form the required multi-layer (usually 5 to 7 layers) thick short cylinder (P, ),
The short cylindrical body (r', ) is heated and finished rolled to a predetermined outer diameter and wall thickness using a rear vertical two-roll rolling mill, and then subjected to the required heat treatment and tube expansion processing to form a short multi-layered body. Thick 4A pipe (r
', ) is obtained, and a predetermined length of single-layer thick steel pipes (P, ), (P4) manufactured by a conventional method and having the same outer diameter and wall thickness are butted on both ends of the multi-layer thick steel pipe (P8). It was manufactured by circumferential welding.

したがって、その多層肉厚鋼管(Pl)の肉厚内部には
前記スリット孔Sが管周方向に延在して断面欠損あるた
め軸方向強度(引張り強さ−曲げ強さ)が劣るという欠
点があるのに加え、その単層肉y′y、鋼管(P、 )
 、(P、 )の突合せ周溶接部強度等にも不安がある
。また、その製造工程が繁雑で製造コストが嵩み不経済
であるのに加え、熱間の仕上圧延を竪型の2本ロール圧
延機によって行なうので製造寸法(特に長さ)に制約が
あるという問題があった。
Therefore, the slit hole S extends in the circumferential direction in the thick wall of the multi-layer thick steel pipe (Pl), and there is a cross-sectional defect, which has the disadvantage of poor axial strength (tensile strength - bending strength). In addition to that, its single layer wall y′y, steel pipe (P, )
There is also concern about the strength of the butt circumferential weld of , (P, ). In addition, the manufacturing process is complicated and the manufacturing cost is high, making it uneconomical. In addition, the hot finish rolling is performed using a vertical two-roll mill, which imposes restrictions on manufacturing dimensions (particularly length). There was a problem.

かかる実情に鑑み、本出願人は、管外周面には突出付属
物を一切存しないばかりか、肉厚内部にも断面欠損とな
るスリブト空隙部を仔することがな(、その軸方向強度
に問題のない新規なりラブクアレスターm管として、鋼
製の短尺スリーブを単層肉厚fJ4管の肉厚内部に鋼管
母材と冶金的に接合することのない密圧着状態で内設す
るようにしたものを別に出願(特願昭61− 号)した。
In view of these circumstances, the present applicant not only does not have any protruding appendages on the outer circumferential surface of the pipe, but also does not have any slots in the thick wall that would cause cross-sectional defects (and that the axial strength of the pipe should be As a new Love Quarrester m-tube without any problems, a short steel sleeve is installed inside the thick wall of a single-layer fJ4 pipe in a tight crimped state without being metallurgically bonded to the steel pipe base material. A separate application (Patent Application No. 1983) was filed.

本発明は、上述した別の出願にかかる新規なりラックア
レスター鋼管を、何等の寸法制約を受けることなく高能
率に製作することのできる製造方法の提供を目的とする
An object of the present invention is to provide a manufacturing method that can manufacture the novel rack arrester steel pipe according to the above-mentioned separate application with high efficiency without being subject to any dimensional restrictions.

〔問題点を解決す(ための手段〕[Means for solving problems]

本発明にかかる製造方法は、上述目的達成のため、長手
方向の一部肉厚中間部に幅方向に貫通する孔を穿設し、
該穿設孔内に鋼材を挿入したスラブを熱間圧延すること
によって前記穿設孔内挿入鋼材がスラブ母材に擬圧看し
た鋼板を得、該鋼板を幅方向に曲げて管伏に成形してそ
の突合せ両側縁同志を縦シーム溶接することとした点に
特徴がある。
In order to achieve the above-mentioned object, the manufacturing method according to the present invention includes forming a hole penetrating in the width direction in a part of the thickness intermediate part in the longitudinal direction,
By hot-rolling the slab with the steel material inserted into the drilled hole, a steel plate is obtained in which the steel material inserted into the drilled hole is pseudo-compressed to the slab base material, and the steel plate is bent in the width direction and formed into a pipe. The feature is that the butt edges on both sides are vertically seamed welded together.

以下、本発明にかかる製造方法を第1図にもとづき詳細
に説明する。
Hereinafter, the manufacturing method according to the present invention will be explained in detail based on FIG.

第1図は本発明にかかる製造工程を示し、スラブ組立て
工程(イ)、熱間圧延工程(ロ)、製管工程(ハ)から
なっている。
FIG. 1 shows the manufacturing process according to the present invention, which consists of a slab assembly process (a), a hot rolling process (b), and a pipe manufacturing process (c).

スラブ組立工程(イ)では、準備した所要寸法−材質の
スラブ(1)の長平方向の一部肉厚中間部に機械加工等
の適宜手段を用いて長手方向と直交する方向、換言すれ
ば幅方向に貫通する孔(2)を1又は複数段(図示例で
は1段)穿設加工する。次いで、との穿設孔(2)内に
前記スラブ(1)と同−又は異なる材質からなり、予め
機械的にあるいは酸洗により表面が清浄化された穿設孔
内寸法より若干小さな外寸法の鋼片(3)をスラブ両側
面から若干ひっこむ状態に挿入し、しかる後その間口端
面をシール溶接(4)シて組立を完了する。なお、開口
周縁のシール溶接は、次工程の熱間圧延に際して鋼片(
3)が穿設孔内から脱落するのを防止すると共に、加熱
による両面間の過度な酸化を防止する目的で実施するが
1.鋼片(3)を孔■に密に内嵌邦人する場合にはこれ
を省略してもさしつかえない。また、鋼片(3)の挿入
段数並びに大きさ等は、最終のクラックアレスター鋼管
としたとき必要とされるアレスター性能に応じて適宜決
定される。なおまた、スラブ長手方向への鋼片(3)の
設置数は、次工程の熱間圧延による厚鋼板の取合せ枚数
あるいは熱延鋼板の取合せ枚数又はコイル径(長さ)に
応じて適宜決定する。
In the slab assembly process (a), a part of the thickness of the slab (1) in the longitudinal direction of the prepared required dimension-material is machined using appropriate means such as machining in a direction perpendicular to the longitudinal direction, in other words, the width One or more stages (one stage in the illustrated example) of holes (2) penetrating in the direction are formed. Next, in the drilled hole (2), a slab made of the same or different material as the slab (1) and whose surface has been previously cleaned mechanically or by pickling, has an outer dimension slightly smaller than the inner dimension of the drilled hole. Insert the steel pieces (3) from both sides of the slab so that they are slightly retracted, and then seal-weld (4) the opening end faces of the slab to complete the assembly. In addition, the seal welding around the opening is performed using steel pieces (
3) is carried out to prevent the material from falling out of the drilled hole and to prevent excessive oxidation between both surfaces due to heating. This step may be omitted if the steel piece (3) is tightly inserted into the hole (2). Further, the number of insertion stages and the size of the steel pieces (3) are determined as appropriate depending on the arrester performance required when the final crack arrester steel pipe is manufactured. Furthermore, the number of steel slabs (3) installed in the longitudinal direction of the slab is determined as appropriate depending on the number of thick steel plates assembled by hot rolling in the next process, the number of assembled hot rolled steel plates, or the coil diameter (length). .

熱間圧延工程(ロ)では、前記スラブ組立工程(イ)で
組立てたスラブを所定二度に加熱して後、可逆式又は連
続式の厚板ミルあるいはホットストリップミルに供して
前記挿入鋼片(3)がスラブ母材0)に対して冶金的に
接合することのない圧着状態、換言すれば擬圧行伏態で
長さ方向へ偏平に延展してその肉厚内部に内設された屑
定の輻・肉厚・長さく径)の厚鋼板あるいは熱延鋼板又
はコイル等の素材鋼板ら)とされる。
In the hot rolling process (b), the slab assembled in the slab assembly process (a) is heated to a predetermined temperature twice, and then subjected to a reversible or continuous plate mill or hot strip mill to form the inserted steel slab. (3) is in a crimped state in which it is not metallurgically bonded to the slab base material 0), in other words, in a quasi-pressed state, it is flattened in the length direction and installed inside the wall thickness. It is considered to be a thick steel plate with a certain radius, wall thickness, length and diameter), a hot rolled steel plate, or a steel plate as a material for coils, etc.).

なお、この熱間圧延工程ではそのミルライン中あるいは
ミルライン外において肴要の熱処理並びに表面清浄化等
の必要な精整処理が施されることは勿論である。
In this hot rolling step, it goes without saying that necessary refinement treatments such as heat treatment and surface cleaning of the ingredients are performed either inside or outside the mill line.

製管工程(ハ)では、前記熱間圧延工程(ロ)で得られ
た厚鋼板を用いる場合は、その製管手段として周知のj
I II U OE方式、コンティニアスロールフォー
ミング方式あるいはベンディ/グロール方式等により、
また熱延鋼板又はコイルを用いる場合は、その製管手段
として電気抵抗溶接方式(電縫方式)により、前記挿入
鋼片(3)の擬圧着延Ji1局(3′)が管軸長方向の
少なくとも一部管他まわりに位置するよう、換言すれば
得られた厚f!4板あるいは熱延鋼板又はコイルを幅方
向に曲げて両側縁が相対向する管伏に成形して後、該相
対向する両側縁同志を前者の場合はサブマージアーク溶
接法等により、後者の場合には衝合溶接により縦シーム
溶接して軸方向の一部肉厚内部に母材に擬圧着するアレ
スターたる環状体(3°゛)の内設されたクラックアレ
スター鋼管(6)とする。なお、との製管工程において
アレスターとして肉厚内部に内設される環状体(3”)
は、その周方向全周にわたって母材と擬圧肴する状態で
設けられるのが望ましく、かかる環状体(3”)を得る
場合には鎖部の縦シーム溶接を例えば次の如くして実施
すればよい。すなわち、当該部開先形状を第2図に示す
ように、環状体(3°°)を形成すべき挿入鋼片(3)
の擬圧着延Iii層(3′)が母材側面より突出するよ
うに母材部をその余の部より狭幅に切欠いた形状に成形
し、擬圧着延展層(3′)の両側端同志を溶接接合し、
その両面に適宜な離間剤■を塗布介在させた後母材同志
を溶接接合するようにすればよい。
In the pipe making process (c), when using the thick steel plate obtained in the hot rolling process (b), a well-known method for making the pipe is used.
I II U OE method, continuous roll forming method, Bendy/Groll method, etc.
When hot-rolled steel sheets or coils are used, electric resistance welding (electric resistance welding) is used as the pipe manufacturing method, so that the quasi-crimped rolling Ji1 station (3') of the inserted steel piece (3) is in the longitudinal direction of the pipe axis. In other words, the resulting thickness f! After bending a four-plate or hot-rolled steel plate or coil in the width direction and forming it into a tube with opposing edges, weld the opposing edges together by submerged arc welding in the former case, or by submerged arc welding in the latter case. A crack arrester steel pipe (6) is vertically seam welded by butt welding and has an annular body (3°) that serves as an arrester that is pseudo-crimped to the base metal installed inside a part of the wall in the axial direction. In addition, an annular body (3") installed inside the thick wall as an arrester in the pipe manufacturing process with
It is preferable that the ring be provided in a pseudo-pressure state with the base metal over its entire circumferential direction, and in order to obtain such an annular body (3"), the vertical seam welding of the chain portion may be carried out, for example, as follows. In other words, the inserted steel piece (3) to form an annular body (3°°) has a groove shape as shown in Fig. 2.
The base metal part is formed into a shape with a narrower notch than the remaining part so that the pseudo-crimped rolled layer III (3') protrudes from the side surface of the base material, and both ends of the pseudo-pressed rolled layer (3') are Welded and joined the
After applying a suitable spacing agent (1) to both surfaces, the base materials may be welded together.

ただし、縦シーム溶接された鋼管にあっては、周方向の
強度分布を考えるとき、最近の溶接技術の向上から縦シ
ーム溶接部強度の方がその余の部分の強度より強いため
、前記不安定延性破壊に起因する亀裂伝播が溶接部に沿
って発生することはほとんどないのが実情であるのを考
慮すれば、前記肉厚内部に形成される環状体(3′)は
その縦シーム溶接部におそて鋼管母材と冶金的に接合す
るものでもあってよく、かかる場合には縦シーム溶接を
その余の部分と同一条件にて実施することが可能となる
から製管作業能率が向上する。また、環状体(3”)を
複層に内設する場合にも同等問題なく縦シーム溶接する
ことができる。
However, when considering the strength distribution in the circumferential direction of longitudinal seam welded steel pipes, due to recent improvements in welding technology, the strength of the longitudinal seam weld is stronger than the strength of the remaining part, so this unstable Considering the fact that crack propagation due to ductile fracture rarely occurs along the weld, the annular body (3') formed inside the thick wall is located at the longitudinal seam weld. It may also be metallurgically joined to the steel pipe base material at the same time, and in such a case, it becomes possible to carry out vertical seam welding under the same conditions as the rest of the seam, improving pipe manufacturing efficiency. . Further, even when the annular body (3'') is installed internally in multiple layers, vertical seam welding can be performed without the same problem.

なお、以上は母材fJ4管が単層肉厚であることを前提
に説明したが、母材に合材が冶金的に接合される多層肉
厚の所謂クラツド鋼管を母材鋼管とする場合にも本発明
は同様に適用しうることはいうまでもな(、この場合環
状体(3°°)を形成する挿入鋼片は一般に厚肉とされ
る母材側に、あるいはその界面間に孔(2)(第1図参
照)を穿設して鋼片を挿入したクラブトスラブを組立て
使用すればよい。
The above explanation is based on the assumption that the base material fJ4 pipe has a single wall thickness, but when the base material steel pipe is a so-called clad steel pipe with a multilayer wall thickness in which a composite material is metallurgically bonded to the base material. It goes without saying that the present invention can be similarly applied to (in this case, the inserted steel piece forming the annular body (3° (2) It is sufficient to assemble and use a club toss slab in which holes (see Fig. 1) are drilled and steel pieces are inserted.

〔実 施 例〕〔Example〕

AP l−X65相当鋼からなり、厚さ235 、m、
幅2260龍、長さ2000 amのスラブを準備し、
その長さ方向中央でかつ厚さ方向の−と宝の2位置に幅
方向へ貫通する60鶴φの孔を2ケ所ドリル加工にて穿
設し、該穿設孔内に前記と同一の鋼からなり酸洗デスケ
ール処理した59■■φの鋼片をほぼ面一となるよう挿
入後両側間口縁をシールf1接して組立てたスラブを約
1000℃に加熱後、可逆式厚板ミルに供して熱間圧延
し、厚さ19龍、幅4500■11長さ12000 m
usでかつ前記挿入鋼片が厚さは2層の合計で約9關、
長さ約400軸の擬圧醤延展層とされた厚鋼板を得、M
flJ板をUOE方式により外径1400 amの管状
に曲成して相対向する両側縁同志を同一条件でサブマー
ジアーク溶接法によって縦シーム溶接接合してその肉厚
内部に周方向溶接部において母材と冶金的に接合するア
レスターたる環状体が内設されたクラックアレスター鋼
管とした。このクラックアレスター鋼管の軸方向強度を
、従来の肉厚内部にスリット空隙部を存する短尺の多層
肉厚鋼管の両管端に重層肉厚鋼管を突合せ周溶接接合し
たクラックアレスター鋼管の軸方向強度と比較して第1
表に示した。
Made of steel equivalent to AP l-X65, thickness 235 m,
Prepare a slab with a width of 2260 am and a length of 2000 am,
At the center of the length direction and at the two positions of - and treasure in the thickness direction, two holes of 60 mm diameter were drilled that penetrated in the width direction, and the same steel as above was inserted into the drilled holes. After inserting a pickled and descaled 59 mm diameter steel piece so that it was almost flush, the slab was assembled with the front edges on both sides in contact with the seal f1. After heating the slab to about 1000°C, it was subjected to a reversible plate mill. Hot rolled, thickness 19mm, width 4500cm, length 12000m
US and the thickness of the inserted steel piece is about 9 mm in total of two layers,
A thick steel plate with a length of about 400 axes and a pseudo-rolled layer was obtained, and M
The flJ plate was bent into a tubular shape with an outer diameter of 1400 am using the UOE method, and the opposing edges were joined by vertical seam welding using the submerged arc welding method under the same conditions, and the base metal was welded in the circumferential direction inside the wall thickness. The crack arrester steel pipe is equipped with an annular arrester that is metallurgically bonded to the crack arrester. The axial strength of this crack arrester steel pipe is defined as the axial strength of a conventional crack arrester steel pipe in which a multilayer thick steel pipe is butted against both ends of a short multilayer thick steel pipe with a slit cavity inside the wall thickness and joined by circumferential welding. 1st in comparison
Shown in the table.

なお、第1表にはその製造コストについて本発明法によ
る場合を1ooとして合せて比較して示しである。また
、従来のクラックアレスター鋼管の多層肉厚鋼管の寸法
は外径、肉厚が本発明品と同一で長さは500龍、層数
は5層で2.3.4の各層に間Fi5■lのスリット空
隙部が形成されるものである。
Note that Table 1 shows a comparison of the manufacturing costs based on the method of the present invention as 1oo. In addition, the dimensions of the conventional multi-layered crack arrester steel pipe are the same as the outer diameter and wall thickness of the product of the present invention, the length is 500 mm, and the number of layers is 5, with an interval of 2.3.4 mm between each layer. 1 of slit cavities are formed.

第  1  表 なお、引張強さは、第4図に示すように、軸長方向の中
央部に7レスターたる環状体(2)等を有する長さ50
00■簡の原寸の供試管(PT、 )の両端に7ランジ
(F)を周溶接接合し、このフランジ(F)にピンタブ
(T)をボルト(13)にて締結して引張り試験した時
の抗張力強度を、また曲げ強さは、第5図に示すように
、中央部にアレスターたる環状体■等が位置するように
原寸の供試管(PT、)をスパン12000龍で二点を
支持する一方、スパン2000s■の門型α荷治具(G
)を市記二点支持間の中央に対向配置し、前記門IK!
栽荷治呉(G)の中央に荷重(Pw)を負荷する四点曲
げ試験法(この四点曲げ試験法は、スパン10000日
の三点曲げ試験法に相当する)によった時の降伏荷重を
それぞれ示しである。
Table 1 Note that the tensile strength is determined for the length of 50 mm, which has an annular body (2) of 7 stars in the center in the axial direction, as shown in Figure 4.
When a tensile test was performed by circumferentially welding 7 flanges (F) to both ends of a sample tube (PT, ) of the original size of 00 ■, and fastening pin tabs (T) to these flanges (F) with bolts (13). The tensile strength and bending strength are determined by supporting a full-sized test tube (PT) at two points with a span of 12,000 mm so that the annular arrester ■, etc. is located in the center, as shown in Figure 5. On the other hand, a gate-shaped α loading jig (G
) are placed facing each other in the center between the two support points, and the gate IK!
Yield when subjected to a four-point bending test method (this four-point bending test method is equivalent to a three-point bending test method with a span of 10,000 days) in which a load (Pw) is applied to the center of the cultivated material (G) The respective loads are shown.

第1表の結果から明らかなように、本発明の製造方法に
よる場合には従来方法に比へその製造コストを約−にす
ることができるのみならず、軸方向強度も各段に優れた
製品が得られることがわかる。
As is clear from the results in Table 1, the manufacturing method of the present invention not only reduces the manufacturing cost to about - compared to the conventional method, but also produces products with significantly superior axial strength. It can be seen that the following can be obtained.

〔発明の効果〕〔Effect of the invention〕

以上詳述したように、本発明の製造方法によれば、管外
周面に付属物が一切突出することがなく、かつ軸方向強
度に同等問題のないクラックアレスター鋼管を高能率低
コストで製造しうるから、製品を安価に供給しえるばか
りでなく、パイプライン施設作業能率をも向上させると
いう多大な効果を奏する。
As detailed above, according to the manufacturing method of the present invention, crack arrester steel pipes that do not have any appendages protruding from the outer peripheral surface of the pipe and have no problems with axial strength can be manufactured with high efficiency and low cost. Not only can the product be supplied at a low cost, but it also has the great effect of improving the efficiency of pipeline facility operations.

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

第1図は本発明の製造工程を模式的に示す図、第2図は
本発明製造方法における肉厚内部に内設される環状体の
縦シーム溶接の一例を示す拡大部分横断面図、第3図は
従来のクラックアレスター鋼管の製造工程を示す模式図
、第4図は引張り試験法の説明図、第5図は曲げ試験法
の説明図で同図(イ)は正面図、同図(ロ)は同図(イ
)のA−A線矢祖国である。 1・・・スラグ     2・・・孔 3・・・鋼片      4・・・シール溶接5・・・
鋼板      3′・・・擬圧着延展層3″・・・環
状体
FIG. 1 is a diagram schematically showing the manufacturing process of the present invention, FIG. 2 is an enlarged partial cross-sectional view showing an example of vertical seam welding of an annular body installed inside the thick wall in the manufacturing method of the present invention, and FIG. Figure 3 is a schematic diagram showing the manufacturing process of conventional crack arrester steel pipes, Figure 4 is an explanatory diagram of the tensile test method, and Figure 5 is an explanatory diagram of the bending test method. (b) is the homeland indicated by the line A-A in the same figure (a). 1... Slag 2... Hole 3... Steel piece 4... Seal welding 5...
Steel plate 3'...Pseudo-pressed rolled layer 3''...Annular body

Claims (1)

【特許請求の範囲】[Claims] 長手方向の一部肉厚中間部に幅方向に貫通する孔を穿設
し、該穿設孔内に鋼材を挿入したスラブを熱間圧延して
前記穿設孔内に挿入した鋼材がスラブ母材に擬圧着され
た鋼板となし、該鋼板を幅方向に曲げて管状に成形して
その突合せ両縁を縦シーム溶接することを特徴とするク
ラックアレスター鋼管の製造方法。
A hole penetrating in the width direction is drilled in a part of the middle part of the wall thickness in the longitudinal direction, and a steel material is inserted into the drilled hole.The slab is hot-rolled, and the steel material inserted into the drilled hole becomes the slab motherboard. 1. A method for producing a crack arrester steel pipe, which comprises forming a steel plate into a quasi-crimped steel plate, bending the steel plate in the width direction to form a tubular shape, and vertical seam welding both edges of the steel plate.
JP61269124A 1986-11-11 1986-11-11 Crack arrester-method for manufacturing steel pipe Expired - Lifetime JPH0661578B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP61269124A JPH0661578B2 (en) 1986-11-11 1986-11-11 Crack arrester-method for manufacturing steel pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP61269124A JPH0661578B2 (en) 1986-11-11 1986-11-11 Crack arrester-method for manufacturing steel pipe

Publications (2)

Publication Number Publication Date
JPS63123527A true JPS63123527A (en) 1988-05-27
JPH0661578B2 JPH0661578B2 (en) 1994-08-17

Family

ID=17468018

Family Applications (1)

Application Number Title Priority Date Filing Date
JP61269124A Expired - Lifetime JPH0661578B2 (en) 1986-11-11 1986-11-11 Crack arrester-method for manufacturing steel pipe

Country Status (1)

Country Link
JP (1) JPH0661578B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0374778A (en) * 1989-08-16 1991-03-29 Ratotsuku Syst Eng Kk Three-dimensional display device for image

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55112127A (en) * 1979-02-23 1980-08-29 Hitachi Ltd Manufacture of high damping material

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55112127A (en) * 1979-02-23 1980-08-29 Hitachi Ltd Manufacture of high damping material

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0374778A (en) * 1989-08-16 1991-03-29 Ratotsuku Syst Eng Kk Three-dimensional display device for image

Also Published As

Publication number Publication date
JPH0661578B2 (en) 1994-08-17

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