JPS6297784A - Butt joining method for pipe - Google Patents

Butt joining method for pipe

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Publication number
JPS6297784A
JPS6297784A JP23914285A JP23914285A JPS6297784A JP S6297784 A JPS6297784 A JP S6297784A JP 23914285 A JP23914285 A JP 23914285A JP 23914285 A JP23914285 A JP 23914285A JP S6297784 A JPS6297784 A JP S6297784A
Authority
JP
Japan
Prior art keywords
pipe
joined
joint
joining
pipes
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
JP23914285A
Other languages
Japanese (ja)
Other versions
JPH0371950B2 (en
Inventor
Fumio Kashimoto
文雄 樫本
Nobuyuki Yamauchi
山内 信幸
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 JP23914285A priority Critical patent/JPS6297784A/en
Publication of JPS6297784A publication Critical patent/JPS6297784A/en
Publication of JPH0371950B2 publication Critical patent/JPH0371950B2/ja
Granted legal-status Critical Current

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  • Pressure Welding/Diffusion-Bonding (AREA)

Abstract

PURPOSE:To increase a joining strength and work efficiency by abutting two pipes to be joined by pinching an inserting material, by pinching them respectively with a pair of combined clamp mechanism and by joining with diffusion by heating the vicinity of the pipe joining part. CONSTITUTION:A pipe A, B is respectively pinched by a pair of clamp mechanism a, b which is combined via a linking body 1 by abutting the pipe end in the state of pinching an inserting material 3 between two pieces of pipes A, B to be joined. The vicinity of the pipe joining part 5 is then heated by the heating device 4 composed of a high frequency coil, etc. In this case, an amorphous metallic foil, etc. are used for the inserting material 3 and the joining part 5 is shielded via a shielding cover 19 and taken to be in vacuum state or protecting gas atmosphere. The heating device is miniaturized, the work on-site is facilitated and the joining part 5 is subjected to diffused junction. Consequently the joining strength and work efficiency can be increased.

Description

【発明の詳細な説明】 (産業上の利用分野) この発明は拡散接合による管の突合せ接合法に関し、な
かでも特に建築現場等の現場作条に適し几手軽で確実な
接合法に関する。
DETAILED DESCRIPTION OF THE INVENTION (Industrial Application Field) The present invention relates to a pipe butt joining method by diffusion joining, and more particularly to a simple and reliable joining method suitable for construction sites such as construction sites.

(従来の技術) 最近、建物と付帯設備の寿命格差が問題となっている。(Conventional technology) Recently, the disparity in lifespan between buildings and auxiliary equipment has become a problem.

このため、配管材料の選定に際しては、耐久性の良い強
靭なステンレス鋼の特性を生かす新技法の研究開発が進
められている。ステンレス鋼管の突合せ接合については
、チューブラエルダーによる面溶接が周知であシ、現在
国内に普及しているl@接機としては米国アストロアー
ク社製自動チューブパイプ溶接機、アークマシン社のT
工Gチューブパイプ自動溶接機等があるが、いずれも高
価であるのが欠点である。この几め、米国でも主として
宇宙開発、航空機、原°子発電、沿岸警備高速艇環シビ
ャーな条件を求められる機器用配管の溶接にしか用いら
れておらず、建築配管用溶接の技術としては過剰品質、
過剰価格である。
For this reason, research and development is underway on new techniques that take advantage of the durable and strong characteristics of stainless steel when selecting piping materials. For butt joining of stainless steel pipes, surface welding using a tubular elder is well known, and the currently popular welding machines in Japan include the automatic tube pipe welding machine manufactured by AstroArc in the United States, and the T manufactured by Arc Machine.
There are automatic G-tube pipe welding machines, but the disadvantage of all of them is that they are expensive. In the United States, this method is mainly used only for welding piping for equipment that requires severe conditions such as space development, aircraft, nuclear power generation, and coast guard high-speed boats, and is of excessive quality as a welding technology for architectural piping. ,
This is an excessive price.

一方、複雑な内孔を有する高温ガスタービン翼等の附熱
超合金の接合法として拡散接合法が知られている。拡散
接合法には被接合部にインサート材を挾むものと挾まな
いものとの2種類があるが、前者の接合法はインサート
材を挾むことにより加圧力が少なく、接合に要する時間
も短いといった利点を持つことから、上述したステンレ
ス鋼管の建築配管技法としての適用が考えられる。
On the other hand, a diffusion bonding method is known as a method of bonding hot superalloys such as high-temperature gas turbine blades having complicated inner holes. There are two types of diffusion bonding methods: one in which insert material is sandwiched between the parts to be joined and one in which insert material is not sandwiched.The former method requires less pressure and requires less time to join due to the insertion of insert material. Because of these advantages, the above-mentioned stainless steel pipe can be applied as an architectural piping technique.

(発明が解決しようとする問題点) ところが、従来の拡散接合による管の突合せ接合法は、
被接合部に非晶質リボン等からなるインサート材を介在
させた後、定荷重加工装置により圧力を加えながら加熱
する関係上、大掛りな加圧装置を必要とし、建築配管用
等の現場使用には適さない。
(Problems to be solved by the invention) However, the conventional method of butt joining pipes by diffusion joining,
After placing an insert material such as an amorphous ribbon in the part to be joined, a constant-load processing device applies pressure while heating it, which requires a large-scale pressurizing device, making it difficult to use on-site for construction piping, etc. Not suitable for

本発明は加圧装置を用いない簡便で現場使用に適し次拡
散接合による管の突合せ接合法を提供することを目的と
する。
SUMMARY OF THE INVENTION An object of the present invention is to provide a method for butt-joining pipes by secondary diffusion bonding, which is simple and suitable for on-site use and does not require a pressurizing device.

また従来の拡散接合による管の突合せ接合法として、例
えば第1段で900°Cで3 kQf7.iで加圧した
後第2段としてインサート材の液相温度で1kq身−で
再加圧する2段加圧の方法が知られているが、不発明の
突合せ接合法は加圧装置なしでこの2段加圧に匹敵する
厳密で好ましい圧力管理を可能とするものである。
In addition, as a conventional method of butt joining pipes by diffusion joining, for example, the first stage is 3 kQf7. A two-stage pressurization method is known in which the insert material is pressurized at 1 kq and then re-pressurized at 1 kq at the liquidus temperature of the insert material as a second step, but the uninvented butt joining method can be used without a pressurizing device. This enables strict and preferable pressure control comparable to two-stage pressurization.

(問題点を解決するための手段) 本発明の要旨とするところを、第1図および第2図の原
理図を参照して述べれば、インサート材(3)を挾んだ
状態で管端を突合せた2不の被接合管(3)(B)e、
連結体(1)にて結合され九一対のクランプ機構(a)
(b)にてそれぞれ挾持し、この状態で前記被接合管(
A)(B)をその突合せ部(5)近傍を加熱装置(4)
にて加熱することにより拡散接合することを特徴とする
管の突合せ接合法にある。
(Means for Solving the Problems) The gist of the present invention will be described with reference to the principle diagrams in FIGS. 1 and 2. Two butted pipes to be joined (3) (B) e,
Nine pairs of clamp mechanisms (a) connected by a connecting body (1)
(b), and in this state, the tubes to be joined (
A) (B) is heated near the abutting part (5) with a heating device (4)
This method of butt-joining tubes is characterized by diffusion-joining by heating the pipes.

拡散接合時間短縮の九め被接合管(A)CB)間に介装
させるインサート材(3〕としては接合部の強度品質保
証を図るうえで該接合部に酸化物等を残存させる虞れの
ない非晶質金属箔の使用が望ましい。
Insert material (3) to be inserted between the pipes to be joined (A) and CB) to shorten diffusion bonding time is to avoid the risk of leaving oxides etc. in the joint in order to ensure the strength and quality of the joint. It is preferable to use a non-crystalline metal foil.

インサート材(3)の固定方法としては被接合管CA)
■の間にはさんで固定する方法又はインサート材(5)
を管端接合面に予めスポラ)ffl接で固定する方法等
がある。
The method of fixing the insert material (3) is to use a pipe to be joined (CA)
■Method of fixing by sandwiching or insert material (5)
There is a method of fixing the pipe to the joint surface of the pipe end using spora) ffl contact in advance.

接合雰囲気は真空下、アルゴン、窒゛素、ヘリウム、水
素等の保護ガス雰囲気とするのが好ましい。
The bonding atmosphere is preferably a vacuum atmosphere with a protective gas such as argon, nitrogen, helium, or hydrogen.

第1図において0Oは接合部(5)ヲこれらの雰囲気に
保持する友めのシールドカバーである。
In FIG. 1, 0O is a companion shield cover that maintains the joint (5) in these atmospheres.

、インサート材(3)と被接合管CA)@間の相互拡散
時間は、インサート材(3)の厚さに大きく依存してお
シ、インサート材(3)の厚さはその拡散接合を例えば
T工G溶接法等による場合の所要時間である3〜5分間
と同等l時間内に完了させ、かつその完了時において接
合部強度確保上インサート材(3)の合金層が接合面部
に残存しないようにするためには70μm以下とするの
が好ましい。
, the mutual diffusion time between the insert material (3) and the pipe to be joined (CA) depends largely on the thickness of the insert material (3). It can be completed within 1 time, which is equivalent to the 3 to 5 minutes required by the T-G welding method, etc., and at the time of completion, the alloy layer of the insert material (3) does not remain on the joint surface in order to ensure the strength of the joint. In order to achieve this, it is preferable that the thickness be 70 μm or less.

加熱装置(4)はその種類を問わないが、図示の如き高
周波コイルを使用したものは装置規模が小さく、現場使
用では特に推奨されるものの1つである。
Although any type of heating device (4) may be used, a device using a high-frequency coil as shown in the figure is small in scale and is one of the devices particularly recommended for on-site use.

被接合管囚但)の挟持手段については、後の具体例のと
ころで詳しく説明する。
The clamping means for the pipes to be welded will be explained in detail later in the specific example section.

(作用) 本発明の突合せ接合法において、クランプされた被接合
管<A)(B)の突合せ部(5)近傍を加熱すれば、例
えば2g a図に破線で示すように加熱開始と同時に被
接合管(A)CB)の軸方向の熱膨張による応力が突合
せ接合面に発生する。この応力は接合面の表面荒さに起
因する間隙をなくする。しかる後、この応力は突合せ部
(5)の加熱による軟化により緩和され、加圧中は一定
の加圧力を保持したかたちとなり、インサート材(3)
を溶解させて被接合管(3)■を拡散接合する。この加
圧パターンは他ならぬ前述した2段加圧であシ、接合面
の間隙表面荒さの影@を排除し良好な密着性が得られる
ことになる。
(Function) In the butt joining method of the present invention, if the vicinity of the butt part (5) of the clamped pipes to be joined <A) (B) is heated, for example, as shown by the broken line in Figure 2g, Stress due to axial thermal expansion of the joint tubes (A) and CB) is generated at the butt joint surfaces. This stress eliminates gaps caused by surface roughness of the joint surfaces. After that, this stress is relieved by softening due to heating of the butt part (5), and a constant pressure is maintained during pressurization, and the insert material (3)
is dissolved and the pipe to be joined (3) ■ is diffusion-joined. This pressing pattern is none other than the above-mentioned two-stage pressing, which eliminates the shadow of the surface roughness of the gap between the bonding surfaces and provides good adhesion.

ま念被接合管(A)(aのクランプ力を調整しtシ、ク
ランプ機構に工夫を加えることによシ広い範囲の積極的
な圧力調整も可能になる。
By adjusting the clamping force of the tube to be joined (A) (a), and by adding some innovation to the clamping mechanism, it is also possible to actively adjust the pressure over a wide range.

なお金属管の接合に拡散接合を導入した例として、拡散
接合によるクラツド鋼管の製造がある。
An example of introducing diffusion bonding to join metal pipes is the manufacture of clad steel pipes by diffusion bonding.

これは例えば特開昭59−159284号公報に記載さ
れているように、内管と外管の間にインサート金属を介
在させた後、加熱して内管の管径方向の熱膨張で外管に
拡散接合させるもので、加圧装置を使用しない点で本発
明の突合せ接合法と共通する。しかしながらクラツド鋼
管の製造は内管の径方向の熱膨張を利用したもので、管
軸方向の熱膨張を利用する不発明の突合せ接合法と根本
的に異なるのみならず、クラツド鋼管の製造では内管と
外管の熱膨張差を用いるため材料の選択に制限があシ、
かつ積極的な加圧管理は望み得す、不発明の突合せ接合
法の如き汎用性は持ち合せない。
For example, as described in Japanese Patent Application Laid-Open No. 59-159284, an insert metal is interposed between the inner tube and the outer tube, and then the outer tube is heated by thermal expansion in the radial direction of the inner tube. This method is similar to the butt joining method of the present invention in that a pressure device is not used. However, the manufacturing of clad steel pipes utilizes the thermal expansion in the radial direction of the inner tube, which is not only fundamentally different from the uninvented butt joint method that utilizes thermal expansion in the axial direction of the tube. Since the difference in thermal expansion between the tube and outer tube is used, there are restrictions on material selection.
Moreover, active pressure management is possible, but it does not have the versatility of the uninvented butt joining method.

(具体例) 次に本発明の突合せ接合法に使用する装置についてその
使用手順と共に説明する。
(Specific Example) Next, the apparatus used in the butt joining method of the present invention will be explained along with its usage procedure.

第3図は同装置の一つを示すもので、イ)図は正面図、
(ロ)図は側面図を示す。この装置は連結体(1)の両
端のクランプ機構(a)(b)がボ# ) (9)とピ
ンαυにて管端GA)CB)を締付けるようになってい
る。連結体(1)の中央にはその軸方向に加わる力を測
定するためのロードセ/L/(8)が設けである。
Figure 3 shows one of the devices; a) Figure is a front view;
(b) The figure shows a side view. In this device, clamp mechanisms (a) and (b) at both ends of the connecting body (1) clamp the pipe ends GA) and CB) using the bolts (9) and pins αυ. A load cell (8) for measuring the force applied in the axial direction is provided at the center of the connecting body (1).

この装置を用いて不発明の突合せ接合法を実施するには
、被接合管(8)(至)の管端をその間にインサート材
(3)全挿入し次状態でクランプ機構(a) (b)に
取付けてボ/& ) (9)をトルクレンチにて締付け
る。トルクレンチの締付トルりを大に調節すれば軸方向
の移動を許さない完全クランプとなり、その締付トルり
を弱く調節すれば管の軸方向の移動を許容する程度のク
ランプの強さを与えることができる。
In order to carry out the uninvented butt joining method using this device, the insert material (3) is fully inserted between the pipe ends of the pipes to be joined (8) (to), and the clamping mechanisms (a) (b) are in the next state. ) and tighten (9) with a torque wrench. If you adjust the tightening torque of the torque wrench to a large value, it will be a complete clamp that does not allow axial movement, and if you adjust the tightening torque to a weaker value, the clamp will be strong enough to allow the pipe to move in the axial direction. can give.

取付は後、突合せ部を加熱コイル等によって加熱して接
合させるが、このとき接合部に発生する軸方向応力は上
述した完全クランプの場合と、そうでない場合とで異な
る。
After installation, the abutted portions are heated and joined by a heating coil or the like, but the axial stress generated in the joined portions at this time differs depending on whether the above-mentioned complete clamp is used or not.

第4図は完全クランプの場合で、接合部の加熱温度が経
過時間と共に変化する傾向を加熱曲線(6)にて示し、
夢合部に生じる軸方向応力を曲線(7a)にて示してい
る。同図によれば加熱開始と同時に管軸方向の熱膨張に
よる加圧応力が接合部に発生している。この応力は接合
面の表面荒さの間隙を平坦にする働きがある。この管軸
方向の熱膨張による加圧応力は加熱温度が保持の状態に
なつ之時点で材料の軟化により緩和され、加熱保持期間
中、一定の加圧応力を保持したかたちとなる。次いで加
熱温度を降下させると、冷却過程で材料の収縮が始まり
、上記加圧応力は引張応力に耘する。この引張応力は接
合部強度の約十程度であるから、接合部に悪影響を与え
るものではない。
Figure 4 shows the tendency of the heating temperature of the joint to change with elapsed time in the case of complete clamping, using the heating curve (6).
The axial stress generated in the joint portion is shown by a curve (7a). According to the figure, pressure stress is generated at the joint due to thermal expansion in the tube axis direction at the same time as heating starts. This stress has the function of flattening the gaps between the surface roughness of the joint surfaces. This pressurizing stress due to thermal expansion in the tube axis direction is relaxed by the softening of the material when the heating temperature is maintained, and a constant pressurizing stress is maintained during the heating and holding period. Next, when the heating temperature is lowered, the material begins to shrink during the cooling process, and the pressurized stress becomes tensile stress. Since this tensile stress is about 10 times the strength of the joint, it does not adversely affect the joint.

この完全クランプ法では、熱膨張による加圧応力曲線(
7a)の昇温パターンは前記従来法の2段加圧法に匹敵
する効果をもつものであり、接合面の間隙、表面荒さの
影響を受けず密着性が良好であり、しかも従来法の定加
重加圧法と同様に塑性変形の小さい接合部を得ることが
出来る。
In this complete clamp method, the pressurized stress curve due to thermal expansion (
The temperature increase pattern 7a) has an effect comparable to that of the conventional two-stage pressurization method, and has good adhesion without being affected by gaps or surface roughness of the bonded surfaces, and also has a constant load of the conventional method. Similar to the pressure method, it is possible to obtain joints with small plastic deformation.

第6図は被接合材CA)(B)のクランプを軸方向移動
を許容する程度に調整した場合の温度と圧力の関係を示
している。加熱曲線(6)は前記完全クランプ(第4図
)のときと同様であるが、加圧応力曲線(7b)が異な
る。すなわち完全クランプの場合は昇温時に加圧応力、
降温時に引張応力が比較的大きな値で生じたが、完全ク
ランプでない場合は、被接合材(A)@のクランプ力の
調整によって上記加圧応力および引張応力を任意に低下
させることができ、その結果、接合部ふくらみ(第5図
)を接合部断面積の1%以内に抑えるようにすることも
可能である。
FIG. 6 shows the relationship between temperature and pressure when the clamp of the material to be joined CA) (B) is adjusted to a degree that allows movement in the axial direction. The heating curve (6) is the same as that for the complete clamp (FIG. 4), but the pressure stress curve (7b) is different. In other words, in the case of complete clamping, the pressure stress and
If a relatively large tensile stress occurs when the temperature falls, but the clamping is not complete, the above pressure stress and tensile stress can be arbitrarily reduced by adjusting the clamping force of the welded material (A)@. As a result, it is possible to suppress the joint bulge (FIG. 5) to within 1% of the joint cross-sectional area.

管の軸方向移動を許容する材料挾持は、被接合管(A)
[F])の両側のクランプ機G4M3−>(b)で行っ
てもよいし、あるいは片側のクランプ機構(a)または
(至)で行ってもよい(このとき他の片側は完全クラン
プ機構となる)。両側のクランプ機構(a)(b)で材
料移動を許容する場合は、被接合管(3)(ト))の移
動の許容に必要な「ゆるめ分」を左右で振り分けること
になる。
The material clamp that allows the axial movement of the pipe is the pipe to be joined (A).
[F]) This may be done with the clamping machine G4M3->(b) on both sides, or it may be done with the clamping mechanism (a) or (to) on one side (in this case, the other side is a complete clamping mechanism). Become). When material movement is allowed by the clamp mechanisms (a) and (b) on both sides, the "looseness" required to allow movement of the pipes to be joined (3) (g)) is divided between the left and right sides.

第7図は他の装置例を示すもので、イ)図は正面図、(
ロ)図はA−A断面図である。この装置は基本的には連
結体(1)の端部のクランプ機構(a) (’b)をポ
ル)OQとナツトαυで締付ける構造であるが、特にそ
のポμ)00に改良を加えてあり、(ハ)図にそのボル
トa(]、ナツトOGの拡大口、に)図にポルト幹部の
B−B断面を示している。
Figure 7 shows another example of the device;
b) The figure is a sectional view taken along line A-A. This device basically has a structure in which the clamping mechanism (a) ('b) at the end of the connecting body (1) is tightened with a port)OQ and a nut αυ, but in particular, improvements have been made to the port μ)00. Figure (C) shows the bolt a (], an enlarged opening of the nut OG, and Figure (C) shows the BB cross section of the port trunk.

この装置例はクランプ機構れ】(′b)での材料挾持を
ボルトト00、ナツトOGの締付力を調節して完全クラ
ンプにも、軸方向移動許容クランプにもなし得るもので
、ボルトQq、ナツトαつの締付力をボルト幹部に取付
けた歪ゲージ02にて測定しながら加減調節するもので
ある。
In this device example, the material clamping mechanism ('b) can be made into a complete clamp or a clamp that allows axial movement by adjusting the tightening force of the bolt 00 and nut OG, and the bolt Qq, The tightening force of the nut α is adjusted while being measured with a strain gauge 02 attached to the bolt trunk.

第8図はさらに他の装置例を示すもので、((イ)図は
正面図、(ロ)図はC−C’断面である。この装置では
片側のクランプ機構(′b)をインレイ08)により連
結体(1)に沿って移動可能としである。(14)は連
結体(1)の片側にポル)H等にて固着された固定片で
、クランプ機溝(′b)の連結体(1)の外側への移動
を防止しその内側方向へのみ移動を許す。締めねじ07
)はりランプ機構中)の連結体(1)に対する摩擦係数
をその締付力にて調整するためのものである。この装置
によれば加熱昇温時の熱膨張による圧縮応力は完全クラ
ンプの場合と同じであるが、冷却時の収縮による引張応
力はインレイ0綽が滑動のときはゼロになり、インレイ
(至)が摩擦係数を持つときはその値に応じて冷却時の
引張応力を軽減させる。
FIG. 8 shows still another example of the device, ((a) is a front view, and (b) is a cross section along line C-C'. In this device, one side of the clamp mechanism ('b) is attached to the inlay 0 ) allows movement along the connecting body (1). (14) is a fixed piece fixed to one side of the connecting body (1) with a pole H etc., which prevents the clamp machine groove ('b) from moving to the outside of the connecting body (1) and toward the inside thereof. Allow movement only. Tightening screw 07
) in the beam lamp mechanism) to the connecting body (1) is adjusted by its tightening force. According to this device, the compressive stress due to thermal expansion during heating is the same as in the case of a complete clamp, but the tensile stress due to contraction during cooling becomes zero when the inlay is sliding, and the inlay is completely closed. When has a coefficient of friction, the tensile stress during cooling is reduced according to that value.

(実施例) 不発明法による接合性能が充分なものかどうかを次に記
す実施例1.実施例2、実施例8、実施例4と従来法と
の比較試験により確めた。
(Example) Example 1 below describes whether the bonding performance by the non-inventive method is sufficient. This was confirmed by a comparative test between Example 2, Example 8, Example 4 and the conventional method.

試験に使用した被接合管の化学成分を第1表に示す。Table 1 shows the chemical composition of the pipes to be joined used in the test.

試験に使用したインサート材(アモルファス材)の化学
成分を第2表に示す。同表にてMBF−15、MBF−
80、MBF−75、MBF−80は市販品でアラ。
Table 2 shows the chemical components of the insert material (amorphous material) used in the test. In the same table, MBF-15, MBF-
80, MBF-75, and MBF-80 are commercially available products.

イド・ケミカル社製の商品名でアシ、試作1〜6は表に
示す化学成分をもつ素材を溶湯の超急冷法によって80
〜60 Pm厚みの非晶質リボンとして不発明実施に当
り特別に試作し次ものである。
Prototypes 1 to 6 are manufactured by Ido Chemical Co., Ltd. under the trade name Ashi, and prototypes 1 to 6 are produced by ultra-quenching the molten metal using a material with the chemical components shown in the table.
The following was specially produced as an amorphous ribbon with a thickness of ~60 Pm for the purpose of practicing the invention.

従来法は上記被接合管およびインサート材を使い定加重
装置にて外から加圧を加えながら被接合部近傍を加熱し
接合したものである。加熱温度は1040〜1200°
C1加熱時間は5分、加圧応力は1.0 kgf/、i
とした。
In the conventional method, the pipes to be welded and the insert material are used, and the vicinity of the part to be welded is heated and welded while applying pressure from the outside with a constant load device. Heating temperature is 1040-1200°
C1 heating time is 5 minutes, pressure stress is 1.0 kgf/, i
And so.

これに対し実施例1は連結体の両端のクランプ機構(a
)(至)を締付ポルトをトルクレンチにて材料を完全ク
ランプの状態に締付けた状態で前接合部付近を加熱して
第4図のような加圧曲線を得た場合である。
On the other hand, in Embodiment 1, the clamp mechanism (a
) (to) The tightening port is tightened with a torque wrench to completely clamp the material, and the vicinity of the front joint is heated to obtain a pressure curve as shown in FIG. 4.

ま之実施例2は連結体の両端のクランプ機構(al(b
)の締付ボルトの締付力の調節によシ軸方向移動を許容
する程度のクランプ(フリークランプ)の状態にして、
第6□□□のような加圧応力曲線を得几場合である。
Embodiment 2 is a clamp mechanism (al(b) at both ends of the connecting body).
) by adjusting the tightening force of the tightening bolt (free clamp) to allow movement in the axial direction.
This is the case when a pressurized stress curve like No. 6 □□□ is obtained.

被接合管の材質はいずれもSUS 804とし、管接合
部の加熱方法は高周波加熱コイルとアルゴンガスシール
ドの併用によった。
The material of all the tubes to be joined was SUS 804, and the heating method for the tube joint was a combination of a high frequency heating coil and an argon gas shield.

第8表にこれらの比較試験結果を示す。接合性能は管の
接合部より採取し7’c22.2 / X 1 t(y
m)の試験片に常温引張試験を施して得几引張強さく#
f/−)、伸び(%)、絞シ(%)によった。
Table 8 shows the results of these comparative tests. The joint performance was measured by taking samples from the pipe joints and calculating 7'c22.2 / X 1 t (y
The tensile strength obtained by subjecting the test piece of m) to a room temperature tensile test #
f/-), elongation (%), and drawing shear (%).

第3表にて明らかなように本発明の方法を使った実施例
1および実施例2については、加圧応力は昇温時で8〜
12kgルー、加熱保持時に1.0〜1.5 #f/l
lIが得られ、従来法の定加重加圧装置を使った場合の
加圧応力1.0#ルーとほとんど同程度の変らない値が
得られ、かつ接合部のふくらみも従来法と同様に少なく
、管の接合部における塑性変形率(ふくらみの断面積と
管母材の断面積との比の増加分)を1%以内の小さな値
に押え得之。
As is clear from Table 3, in Examples 1 and 2 using the method of the present invention, the pressure stress was 8 to 8 when the temperature was increased.
12kg roux, 1.0-1.5 #f/l when heated and held
lI was obtained, and a value that was almost the same as the pressure stress of 1.0 # ru when using a constant load pressurizing device in the conventional method was obtained, and the bulge at the joint was also as small as in the conventional method. , the plastic deformation rate (increase in the ratio of the cross-sectional area of the bulge to the cross-sectional area of the tube base material) at the joint of the pipe can be kept to a small value within 1%.

ま九本発明法の実施例1、実施例2とも従来法と同様の
常温引張試験の引張強さ55〜59に9身−1伸び40
〜55%、絞り54〜46%の範囲内を保証することが
できた。
In both Example 1 and Example 2 of the method of the present invention, the tensile strength was 55 to 59 in the same room temperature tensile test as the conventional method, and the elongation was 40.
~55%, and the aperture of 54 to 46% could be guaranteed.

第4表は他の比較試@を示したもので、接合母材として
はSUS 304.5US304L、5US316.5
US316Lの4鋼種、インサート材は試作6(第2表
)を接合面の断面形状に打ちぬいて使用し九〇 実施例3は完全クランプの状態で管接合部付近を加熱し
て第4図の加圧応力曲線を得た場合、実施例4は軸方向
の移動を許容するクランプ(フリークランプ)の状βり
で管接合部付近を加熱して第6図のような加圧力曲線を
得た場合である。なお従来法は第8表のときと同じ手法
で行った。
Table 4 shows other comparative samples, and the bonding base materials are SUS 304.5US304L and 5US316.5.
Four steel types of US316L were used, and the insert material was prototype 6 (Table 2), which was punched out to fit the cross-sectional shape of the joint surface.90 In Example 3, the vicinity of the pipe joint was heated in a fully clamped state, and the insert material shown in Figure 4 was used. When the pressure stress curve was obtained, in Example 4, the vicinity of the pipe joint was heated with a clamp (free clamp) shape that allowed movement in the axial direction, and the pressure stress curve as shown in Fig. 6 was obtained. This is the case. The conventional method was the same as in Table 8.

第4表にみられる通り不発明法の実施例3と実施例4に
ついては不発明法の加圧応力は昇温時で8〜12#シー
、加熱保持時に1.0〜1.5 kgf/gJが得られ
、従来法の加圧応力1.0 ”f/7とほとんど同程度
の変らない値が得られ、かつ接合性能を示す常温引張試
験では引張強さは56〜59 k’if/d、伸びは4
5〜50%、絞υ46〜50%の範囲内に各々あった。
As shown in Table 4, for Examples 3 and 4 of the non-inventive method, the pressurizing stress of the non-inventive method was 8 to 12 #sea when the temperature was raised, and 1.0 to 1.5 kgf/ when the temperature was maintained. gJ was obtained, and a value almost unchanged from the conventional method's pressurized stress of 1.0"f/7 was obtained, and in the room temperature tensile test that shows the bonding performance, the tensile strength was 56 to 59 k'if/ d, elongation is 4
They were in the ranges of 5 to 50% and υ of 46 to 50%, respectively.

すなわち、不発明方法(実施例3、実施例4)によれば
従来法と同様のすぐれた接合性能が保証され得た。
That is, the uninvented method (Example 3, Example 4) could guarantee the same excellent bonding performance as the conventional method.

なお不発明の適用材としての被接合母材は5US304
.5US304L、 SUS 816.5US816L
に何ら限定されるものでなく、オーステナイトステンレ
ス鋼を始め、線膨張係数の高い材料(通常θ〜650°
CでllXl0−’以上)であればいずれもが適用され
得るものである。
Furthermore, the base material to be joined as the material to which the invention is applied is 5US304.
.. 5US304L, SUS 816.5US816L
Materials with a high linear expansion coefficient (usually θ ~ 650°), including austenitic stainless steel, are not limited to
llXl0-' or higher in C), any of them can be applied.

(発明の効果) 以上の説明から明らかなように、本発明は構造が簡単で
、かつ簡単に操作されるクランプ機溝を使うことによっ
て容易に接合強度穴で、接合ふくらみの小さい接合部を
得ることができ、建築用配管等の現場施工に対する施工
能率向上に対する効果は4’JAめで大きいものである
(Effects of the Invention) As is clear from the above description, the present invention has a simple structure and uses an easily operated clamp machine groove to easily obtain a joint with a strong joint hole and a small joint bulge. The effect on improving the construction efficiency for on-site construction of architectural piping etc. is large at 4'JA.

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

第1図および第2図は不発明の詳細な説明する模式側面
図、第3図は本発明の装置例の一つを示し、(イ)図は
正面図、(ロ)図は側面図、第4図は接合材を完全にク
フンプし九ときの加圧応力を説明する線図、第5図は管
接合部のふくらみの説明図、第6図は接合材を軸方向移
動を許容するクフンプ力にし友ときの加圧応力を説明す
る線図、第7図は他の装置例を示しイ)図は正面図、(
ロ)図はA−A断面図、(ハ)図はボルトト、ナツト拡
大図、に)図はB−B断面図、第8図はさらに他の装置
例金示し、イ図は正面図、幹)図はC−C断面図である
。 1:連結体、a、b :クランプ機構、8:インサート
材、A、B :被接合管端、4:加熱コイル、5:突合
せ部、6:加熱温度曲線、7a、71):加圧応力曲線
、8:ロードセル、9:固定ポ/&)、lO:締付ボル
ト、ll:ビン、12:歪ゲージ、18:コーティング
、14:固定片、15:ナツト、17:締めねじ、18
:インレイ、19:シールドカバー、20:ボルト。
1 and 2 are schematic side views explaining the invention in detail, FIG. 3 shows one example of the device of the invention, (a) is a front view, (b) is a side view, Figure 4 is a diagram illustrating the pressurizing stress when the joint material is completely compressed, Figure 5 is a diagram explaining the bulge of the pipe joint, and Figure 6 is a diagram illustrating the pressure stress when the joint material is completely compressed. Figure 7 shows another example of the device, and Figure 7 is a front view.
B) Figure is A-A sectional view, (C) Figure is an enlarged view of the bolt and nut, B) Figure is B-B sectional view, Figure 8 shows another example of the device, and Figure A is the front view and stem. ) is a sectional view taken along line C-C. 1: Connecting body, a, b: Clamp mechanism, 8: Insert material, A, B: End of pipe to be joined, 4: Heating coil, 5: Butt part, 6: Heating temperature curve, 7a, 71): Pressure stress Curve, 8: Load cell, 9: Fixed port/&), lO: Tightening bolt, ll: Bin, 12: Strain gauge, 18: Coating, 14: Fixed piece, 15: Nut, 17: Tightening screw, 18
: Inlay, 19: Shield cover, 20: Bolt.

Claims (1)

【特許請求の範囲】[Claims] (1)インサート材(3)を挾んだ状態で管端を突合せ
た2本の被接合管(A)(B)を、連結体(1)にて結
合された一対のクランプ機構(a)(b)にてそれぞれ
挾持し、この状態で前記被接合管(A)(B)をその突
合せ部(5)近傍を加熱することにより拡散接合するこ
とを特徴とする管の突合せ接合法。
(1) A pair of clamp mechanisms (a) that connect two pipes (A) and (B) to be joined with their ends butted together with the insert material (3) held together by the connecting body (1). (b), and in this state, the pipes (A) and (B) to be joined are diffusion-joined by heating the vicinity of their butt portions (5).
JP23914285A 1985-10-24 1985-10-24 Butt joining method for pipe Granted JPS6297784A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23914285A JPS6297784A (en) 1985-10-24 1985-10-24 Butt joining method for pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23914285A JPS6297784A (en) 1985-10-24 1985-10-24 Butt joining method for pipe

Publications (2)

Publication Number Publication Date
JPS6297784A true JPS6297784A (en) 1987-05-07
JPH0371950B2 JPH0371950B2 (en) 1991-11-15

Family

ID=17040385

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23914285A Granted JPS6297784A (en) 1985-10-24 1985-10-24 Butt joining method for pipe

Country Status (1)

Country Link
JP (1) JPS6297784A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01165183U (en) * 1988-05-09 1989-11-17
JPH0275478A (en) * 1988-09-12 1990-03-15 Kajima Corp Method for joining bar materials
JPH02241677A (en) * 1989-03-13 1990-09-26 Sumitomo Metal Ind Ltd Method for joining bar materials
JPH07232872A (en) * 1994-11-28 1995-09-05 Hitachi Ltd Controller for elevator
WO1998022248A1 (en) * 1996-11-19 1998-05-28 Sumitomo Metal Industries, Ltd. Method of bonding two-phase stainless steel
US6380516B1 (en) 1999-08-11 2002-04-30 Mitsubishi Heavy Industries, Ltd. Connecting clamp, connecting apparatus and connecting method
JP2012254480A (en) * 1999-10-25 2012-12-27 Metglas Inc Process for manufacturing of brazed multi-channeled structure

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58125383A (en) * 1982-01-20 1983-07-26 Hitachi Ltd Eutectic pressure welding method
JPS609591A (en) * 1983-06-28 1985-01-18 Toshiba Corp Connecting method of pipes of different metals

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58125383A (en) * 1982-01-20 1983-07-26 Hitachi Ltd Eutectic pressure welding method
JPS609591A (en) * 1983-06-28 1985-01-18 Toshiba Corp Connecting method of pipes of different metals

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01165183U (en) * 1988-05-09 1989-11-17
JPH0515426Y2 (en) * 1988-05-09 1993-04-22
JPH0275478A (en) * 1988-09-12 1990-03-15 Kajima Corp Method for joining bar materials
JPH02241677A (en) * 1989-03-13 1990-09-26 Sumitomo Metal Ind Ltd Method for joining bar materials
JPH07232872A (en) * 1994-11-28 1995-09-05 Hitachi Ltd Controller for elevator
WO1998022248A1 (en) * 1996-11-19 1998-05-28 Sumitomo Metal Industries, Ltd. Method of bonding two-phase stainless steel
US6024276A (en) * 1996-11-19 2000-02-15 Sumitomo Metal Industries, Ltd. Method for bonding dual-phase stainless steel
US6380516B1 (en) 1999-08-11 2002-04-30 Mitsubishi Heavy Industries, Ltd. Connecting clamp, connecting apparatus and connecting method
US6423943B1 (en) 1999-08-11 2002-07-23 Mitsubishi Heavy Industries, Ltd. Connecting clamp, connecting apparatus and connecting method
US6550334B2 (en) 1999-08-11 2003-04-22 Mitsubishi Heavy Industries, Ltd. Ultrasonic detecting apparatus
JP2012254480A (en) * 1999-10-25 2012-12-27 Metglas Inc Process for manufacturing of brazed multi-channeled structure

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