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JP4000166B2 - Manufacturing method of steel pipe with protrusions - Google Patents
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JP4000166B2 - Manufacturing method of steel pipe with protrusions - Google Patents

Manufacturing method of steel pipe with protrusions Download PDF

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JP4000166B2
JP4000166B2 JP2006058064A JP2006058064A JP4000166B2 JP 4000166 B2 JP4000166 B2 JP 4000166B2 JP 2006058064 A JP2006058064 A JP 2006058064A JP 2006058064 A JP2006058064 A JP 2006058064A JP 4000166 B2 JP4000166 B2 JP 4000166B2
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steel pipe
welding
contact plates
height
protrusion
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JP2007229800A (en
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敏聡 増田
昌志 浅野
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Nippon Steel Corp
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Sumitomo Metal Industries Ltd
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Description

本発明は、肉盛溶接を用いる突起付き鋼管の製造方法に関する。 The present invention relates to the production how the nubbed steel pipe using the overlay welding.

土木あるいは建築分野において、鋼管にコンクリートを充填したり、鋼管をコンクリートの内部に埋め込む合成構造が建築用柱や基礎杭などに用いられている。これらの鋼管とコンクリートとの合成構造においては、鋼管とコンクリートとの付着力を高めるために、鋼管の表面に突起を設けることが行われている。   In the civil engineering or construction field, a composite structure in which a steel pipe is filled with concrete or a steel pipe is embedded in the concrete is used for a building column or a foundation pile. In the composite structure of these steel pipes and concrete, in order to increase the adhesion between the steel pipe and concrete, a protrusion is provided on the surface of the steel pipe.

鋼管の表面に突起を形成する方法の一つとして、肉盛溶接が従来から用いられている。例えば、特許文献1には、鋼管の内面または外面に一対の当て板を間隔をおいて配置し、これらの当て板を鋼管の内面または外面に対して相対移動させつつこれらの当て板間に肉盛溶接することにより突起を形成する技術が開示されている。   As one method for forming protrusions on the surface of a steel pipe, overlay welding has been conventionally used. For example, in Patent Document 1, a pair of contact plates are arranged at intervals on the inner surface or outer surface of a steel pipe, and these contact plates are moved relative to the inner surface or outer surface of the steel tube while being moved between these contact plates. A technique for forming protrusions by overlay welding is disclosed.

具体的には、図8に示すように、鋼管1の内面に突起Pを周方向に形成する場合、まず、鋼管1を横向きに置き、この鋼管1の内面上に一対の当て板20,20を配置する。そして、溶接トーチ5の溶接ワイヤ6を一対の当て板20,20の間に挿入し、鋼管1を周方向(図面の描かれている面に対して垂直な方向)に回転させながら、鋼管1の内面と当て板20,20とにより形成された空間内でアークを発生させ、下向きの肉盛溶接を行なう。なお、溶接には、炭酸ガスアーク溶接、MAG溶接あるいはMIG溶接等のガスメタルアーク溶接などを適宜用いることができる。   Specifically, as shown in FIG. 8, when the protrusions P are formed in the circumferential direction on the inner surface of the steel pipe 1, the steel pipe 1 is first placed sideways, and a pair of contact plates 20, 20 are placed on the inner surface of the steel pipe 1. Place. Then, the welding wire 6 of the welding torch 5 is inserted between the pair of contact plates 20 and 20, and the steel pipe 1 is rotated while rotating the steel pipe 1 in the circumferential direction (direction perpendicular to the surface on which the drawing is drawn). An arc is generated in the space formed by the inner surface of the steel plate and the contact plates 20 and 20, and overlay welding is performed downward. For welding, gas metal arc welding such as carbon dioxide arc welding, MAG welding, or MIG welding can be used as appropriate.

特開2005−193245号公報JP 2005-193245 A

ところで、特許文献1に開示されるような溶接技術を用いて高さが高い突起(例えば突起幅は一定)を製造する場合には、例えば複数の段階に分けて溶接を積み重ねる多層盛溶接法が使用されるが、その際に、幅に対して高さが高い当て板20,20を使用すると、図9に示すように、溶接トーチ5が当て板20,20と干渉してしまい、突起Pの製造が不可能になるといった問題が生じてしまう。無論、この場合には、図10に示すように、溶接ワイヤ6を長くすることにより1層目の溶接を鋼管1の内面上に施すことが可能になるが、溶接ワイヤ6を長くしてしまうと、鋼管1に対する溶接ワイヤ6の位置が不安定となり、溶接位置が安定せず、当て板20が鋼管1に対して溶着されてしまうような事態が発生する虞もある。また、溶接時に、長い溶接ワイヤ6が当て板20,20間の空間内で振れてしまい、その結果、溶接電圧が不安定になるといった事態も生じ得る。   By the way, when manufacturing a projection having a high height (for example, the projection width is constant) using a welding technique as disclosed in Patent Document 1, for example, there is a multi-layer welding method in which welding is stacked in a plurality of stages. In this case, if the contact plates 20 and 20 having a height higher than the width are used, the welding torch 5 interferes with the contact plates 20 and 20 as shown in FIG. The problem that it becomes impossible to manufacture is produced. Of course, in this case, as shown in FIG. 10, it is possible to weld the first layer on the inner surface of the steel pipe 1 by lengthening the welding wire 6, but the welding wire 6 is lengthened. Then, the position of the welding wire 6 with respect to the steel pipe 1 becomes unstable, the welding position is not stable, and a situation may occur in which the contact plate 20 is welded to the steel pipe 1. Further, during welding, the long welding wire 6 may swing in the space between the contact plates 20 and 20, and as a result, a situation may occur in which the welding voltage becomes unstable.

本発明は、前記事情に鑑みて為されたもので、幅に対して高さが高い突起を鋼管に対して容易に且つ経済的に形成することができる突起付き鋼管の製造方法を提供することを目的とする。 The present invention has been made in view of the above circumstances, to provide a manufacturing how the nubbed steel pipe can be easily and economically forming a height higher projections against the steel pipe with respect to the width For the purpose.

前記目的を達成するために、請求項1に記載の突起付き鋼管の製造方法は、鋼管の内面または外面に肉盛溶接により突起を形成して突起付き鋼管を製造する方法であって、その長手方向に沿って高さが変化する一対の当て板を鋼管の内面または外面に間隔をおいて配置し、前記当て板と鋼管の内面または外面とを相対的に移動させながら、前記当て板間の空間内の第1の位置で溶接により第1の突起を形成し、前記第1の位置よりも当て板の高さが高い第2の位置で、前記当て板と鋼管の内面または外面とを相対的に移動させながら、前記第1の突起の上に溶接により第2の突起を形成することを含むことを特徴とする。   In order to achieve the above object, the method for manufacturing a steel pipe with protrusions according to claim 1 is a method of manufacturing a steel pipe with protrusions by forming protrusions on the inner surface or outer surface of the steel pipe by overlay welding, and the longitudinal direction thereof. A pair of caulking plates whose heights change along the direction are arranged at an interval on the inner surface or outer surface of the steel pipe, and the caulking plate and the inner surface or outer surface of the steel pipe are moved relative to each other while moving relative to each other. A first projection is formed by welding at a first position in the space, and at a second position where the height of the contact plate is higher than the first position, the contact plate and the inner surface or the outer surface of the steel pipe are relative to each other. Forming a second projection by welding on the first projection while moving the first projection.

この請求項1に記載された突起付き鋼管の製造方法においては、その長手方向に沿って高さが変化する当て板を用いているため、多層盛溶接での溶接回数に伴って溶接位置および溶接高さを変えることにより、幅に対して高さが高い(例えば一定幅の)突起を最良の形態で容易に且つ経済的に製造することが可能になる。   In the method of manufacturing a steel pipe with projections according to claim 1, since the contact plate whose height changes along the longitudinal direction is used, the welding position and the welding are increased with the number of times of welding in the multi-layer welding. By changing the height, it becomes possible to easily and economically manufacture protrusions having a height (for example, constant width) with respect to the width in the best form.

本発明においては、その長手方向に沿って高さが変化する当て板を用いているため、多層盛溶接での溶接回数に伴って溶接位置および溶接高さを変えることができる。そのため、高さが高い突起を形成する場合でも、溶接トーチが当て板と干渉してしまったり、長い溶接ワイヤによって溶接位置が不安定になったりするといった事態を回避することができ、幅に対して高さが高い突起を最良の形態で容易に且つ経済的に製造することが可能になる。   In the present invention, since the contact plate whose height changes along the longitudinal direction is used, the welding position and the welding height can be changed with the number of weldings in the multi-layer welding. For this reason, even when forming a projection with a high height, it is possible to avoid a situation in which the welding torch interferes with the backing plate or the welding position becomes unstable due to a long welding wire. Therefore, it is possible to easily and economically manufacture a projection having a high height in the best form.

以下、図面を参照しながら、本発明の実施形態について説明する。
図1および図2は、本発明の実施形態に係る突起付き鋼管の製造方法を示す図であって、図1は側断面図、図2は要部の拡大斜視図である。これらの図に示すように、鋼管1の内面に突起Pを周方向に形成するには、まず、鋼管1を横向きに置き、この鋼管1の内面のうちの下側の位置に、一対の当て板2,2を配置する。この場合、一対の当て板2,2は、鋼管1の内面に間隔をおいて(溶接空間を隔てて)平行に配置される。
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
1 and 2 are views showing a method of manufacturing a steel pipe with projections according to an embodiment of the present invention. FIG. 1 is a side sectional view, and FIG. 2 is an enlarged perspective view of a main part. As shown in these drawings, in order to form the protrusions P on the inner surface of the steel pipe 1 in the circumferential direction, first, the steel pipe 1 is placed sideways, and a pair of abutments are placed on the lower side of the inner surface of the steel pipe 1. Plates 2 and 2 are arranged. In this case, the pair of contact plates 2 and 2 are arranged in parallel with an interval (with a welding space) on the inner surface of the steel pipe 1.

図3に示すように、当て板2は、その長手方向の両端に先端面2aと基端面2bとを有しており、長手方向に沿って高さが変化するように上面2cが傾斜して形成されている。当て板2の溶接トーチ側の角部には、面取りが施されている。本実施形態の当て板2は、先端面2aから基端面2bに向かって連続的に高さが高くなっているが、段階的に高さが変化していても構わない。また、同図では、上面2cが直線的に延びているが、上面2cが曲線を成していても構わない。また、当て板2の底面2dは鋼管1の内面に沿った円弧状に形成されていることが好ましい。なお、当て板2としては、通常、水冷銅板(水冷式銅板)が用いられるが、セラミック製のものなども用いることができる。また、上面2cが水平面に対して成す角度(勾配)θは、鋼管1の径および必要な突起Pの高さによって決まるが、後述する溶接トーチの移動を考慮すると、10°〜20°程度の範囲に設定されることが好ましい。   As shown in FIG. 3, the contact plate 2 has a distal end surface 2a and a proximal end surface 2b at both ends in the longitudinal direction, and the upper surface 2c is inclined so that the height changes along the longitudinal direction. Is formed. Chamfering is applied to the corner of the contact plate 2 on the welding torch side. The backing plate 2 of the present embodiment has a height that increases continuously from the distal end surface 2a to the proximal end surface 2b, but the height may change stepwise. Moreover, although the upper surface 2c has extended linearly in the same figure, the upper surface 2c may comprise the curve. Further, the bottom surface 2 d of the backing plate 2 is preferably formed in an arc shape along the inner surface of the steel pipe 1. In addition, as the backing plate 2, a water-cooled copper plate (water-cooled copper plate) is usually used, but a ceramic plate or the like can also be used. In addition, the angle (gradient) θ formed by the upper surface 2c with respect to the horizontal plane is determined by the diameter of the steel pipe 1 and the height of the necessary projections P, but considering the movement of the welding torch described later, it is about 10 ° to 20 °. It is preferable that the range is set.

前述したように、一対の当て板2,2を鋼管1の内面に間隔をおいて平行に配置したら、続いて、図1に示すように、鋼管1の外側に位置する溶接装置3のブーム4を鋼管1内に挿入し、ブーム4の先端部に設けられた溶接トーチ5の溶接ワイヤ6を、一対の当て板2,2の間に挿入する。そして、鋼管1を周方向に回転させながら、鋼管1の内面と当て板2,2とにより形成された空間(溶接空間)内でアークを発生させ下向きの肉盛溶接を行なう。なお、当て板2,2はブーム4等に支持される。また、溶接には、炭酸ガスアーク溶接、MAG溶接あるいはMIG溶接等のガスメタルアーク溶接などを適宜用いることができる。   As described above, when the pair of contact plates 2 and 2 are arranged in parallel with an interval on the inner surface of the steel pipe 1, subsequently, as shown in FIG. 1, the boom 4 of the welding apparatus 3 located outside the steel pipe 1. Is inserted into the steel pipe 1, and the welding wire 6 of the welding torch 5 provided at the tip of the boom 4 is inserted between the pair of contact plates 2 and 2. Then, while the steel pipe 1 is rotated in the circumferential direction, an arc is generated in the space (welding space) formed by the inner surface of the steel pipe 1 and the contact plates 2 and 2 to perform overlay welding. The contact plates 2 and 2 are supported by the boom 4 and the like. For welding, carbon metal arc welding, MAG welding, gas metal arc welding such as MIG welding, or the like can be used as appropriate.

肉盛溶接する空間を形成する当て板2の側面は、断面形状の側部に直線部を有する突起Pを形成するために、平面に仕上げることが必要である。鋼管1の内面に形成する突起Pの側面と鋼管1の内面との成す角度(立ち上がり角度)が所定の鋭角を形成するようにするために、当て板2の側面に所定の角度をつけることもできる。この当て板2の側面の角度が90°を超えると、溶接終了後に当て板2を取り外すことが困難となるので、例えば、60〜90°程度に設定される。   It is necessary to finish the side surface of the contact plate 2 that forms the space for overlay welding in order to form a protrusion P having a straight portion on the side portion of the cross-sectional shape. In order to make the angle (rise angle) formed between the side surface of the protrusion P formed on the inner surface of the steel pipe 1 and the inner surface of the steel pipe 1 form a predetermined acute angle, a predetermined angle may be given to the side surface of the backing plate 2. it can. If the angle of the side surface of the backing plate 2 exceeds 90 °, it will be difficult to remove the backing plate 2 after the end of welding, so it is set to about 60 to 90 °, for example.

当て板2の高さは、形成する突起Pの高さ以上の高さが必要であるが、あまり高いと当て板2の費用が余分に掛かり、また溶接アークが見えにくくなり、作業性が悪くなるので、適当な高さにするのが好ましい。また、当て板2,2の間隔は、狭すぎると溶接アークによる損傷を生じるので、5mm程度以上とする必要があるが、広すぎると余分な溶接材料が必要となり、経済性が低くなるので、あまり広すぎることは好ましくない。鋼管1の内面に形成される突起Pの幅は、これらの当て板2,2の間隔とほぼ等しいものとなる。   The height of the backing plate 2 needs to be higher than the height of the projection P to be formed, but if it is too high, the cost of the backing plate 2 will be excessive, and the welding arc will be difficult to see, resulting in poor workability. Therefore, it is preferable to set the height appropriately. In addition, if the distance between the contact plates 2 and 2 is too narrow, damage due to the welding arc occurs, so it is necessary to be about 5 mm or more. It is not preferable to be too wide. The width of the projection P formed on the inner surface of the steel pipe 1 is substantially equal to the interval between the contact plates 2 and 2.

鋼管1の内面に連続した突起を得るために、鋼管1を回転させるなどして、鋼管1の内面と溶接トーチ5および一対の当て板2,2とを相対的に移動させる必要があるが、このとき、当て板2,2の長さが短いと、溶融金属が横(当て板2の長手方向)の開口部から流出する。一方、当て板2,2が長すぎると、溶融金属が凝固して形成された突起Pの側面と当て板2との摩擦力が大きくなり、安定した移動が困難になるとともに、鋼管1内面と当て板2との密着性を保つことが困難になるので、適当な長さにする必要がある。当て板2の長さ(長手方向寸法)は、通常25mm程度以上、120mm程度以下が必要であり、作業性を考慮すると100mm程度以下が好ましく、80mm程度以下がさらに好ましい。   In order to obtain a continuous projection on the inner surface of the steel pipe 1, it is necessary to relatively move the inner surface of the steel pipe 1, the welding torch 5 and the pair of contact plates 2 and 2 by rotating the steel pipe 1, At this time, if the lengths of the contact plates 2 and 2 are short, the molten metal flows out from the lateral (longitudinal direction of the contact plate 2) opening. On the other hand, if the contact plates 2 and 2 are too long, the frictional force between the side surfaces of the projections P formed by solidification of the molten metal and the contact plate 2 becomes large, and it becomes difficult to move stably. Since it becomes difficult to maintain the adhesiveness with the backing plate 2, it is necessary to make it an appropriate length. The length (longitudinal dimension) of the backing plate 2 usually needs to be about 25 mm or more and about 120 mm or less, and is preferably about 100 mm or less, more preferably about 80 mm or less in consideration of workability.

次に、上記構成の当て板2,2を用いて鋼管1の内面に肉盛溶接(多層盛溶接)により突起Pを形成する方法について具体的に説明する。   Next, a method for forming the projections P on the inner surface of the steel pipe 1 by overlay welding (multilayer welding) using the contact plates 2 and 2 having the above configuration will be specifically described.

まず、図3および図4に示すように、先端面2aに近い当て板2,2間の空間内の第1の位置、すなわち、当て板2の高さが相対的に低い位置(高さH1の位置)に溶接トーチ5を配置し、その状態で、当て板2,2と鋼管1の内面とを相対的に移動させながら(本実施形態では鋼管1を回転させる)、当て板2,2間の空間内で溶接を行なう。これにより、図7に示すように、第1層目の突起(第1の突起)P1が鋼管1の内周にわたって形成される。   First, as shown in FIGS. 3 and 4, the first position in the space between the contact plates 2 and 2 close to the tip surface 2a, that is, the position where the height of the contact plate 2 is relatively low (height H1 In this state, the welding torch 5 is disposed, and in this state, the contact plates 2 and 2 and the inner surface of the steel pipe 1 are relatively moved (in this embodiment, the steel tube 1 is rotated), while the contact plates 2 and 2 are moved. Weld in the space between. As a result, as shown in FIG. 7, a first layer projection (first projection) P <b> 1 is formed over the inner periphery of the steel pipe 1.

続いて、図5に示すように、前記第1の位置よりも当て板2,2の高さが高い第2の位置、すなわち、第1の位置よりも基端面2b側に移動した高さがH2の位置に溶接トーチ5を再配置し、その状態で、当て板2,2と鋼管1の内面とを相対的に移動させながら、当て板2,2間の空間内で第1層目の突起P1の上に溶接を行なう。これにより、図7に示すように、第1層目の突起P1よりも高い第2層目の突起(第2の突起)P2が鋼管1の内周にわたって形成される。   Subsequently, as shown in FIG. 5, the second position in which the height of the contact plates 2 and 2 is higher than the first position, that is, the height moved to the base end face 2b side from the first position. The welding torch 5 is rearranged at the position H2, and in this state, the first layer is moved within the space between the contact plates 2 and 2 while relatively moving the contact plates 2 and 2 and the inner surface of the steel pipe 1. Welding is performed on the protrusion P1. As a result, as shown in FIG. 7, a second layer protrusion (second protrusion) P <b> 2 higher than the first layer protrusion P <b> 1 is formed over the inner periphery of the steel pipe 1.

その後、図6に示すように、前記第2の位置よりも当て板2,2の高さが高い第3の位置、すなわち、基端面2bに近い高さがH3の位置に溶接トーチ5を再配置し、その状態で、当て板2,2と鋼管1の内面とを相対的に移動させながら、当て板2,2間の空間内で第2層目の突起P2の上に溶接を行なう。これにより、図7に示すように、第2層目の突起P2よりも高い第3層目の突起(第3の突起)P3が鋼管1の内周にわたって形成される。   Thereafter, as shown in FIG. 6, the welding torch 5 is moved again to the third position where the height of the contact plates 2, 2 is higher than the second position, that is, the position near the base end surface 2 b is H 3. In this state, welding is performed on the projection P2 of the second layer in the space between the contact plates 2 and 2 while relatively moving the contact plates 2 and 2 and the inner surface of the steel pipe 1. As a result, as shown in FIG. 7, a third layer protrusion (third protrusion) P <b> 3 higher than the second layer protrusion P <b> 2 is formed over the inner periphery of the steel pipe 1.

なお、上記製造方法において、溶接ワイヤ6の長さhは15〜25mmが適正範囲である。また、溶接時においては、当て板2,2と溶接トーチ5とが相対的に移動すれば良く、鋼管1を回転させずに、溶接トーチ5および当て板2,2を鋼管1に対して移動させても良い。   In the above manufacturing method, the appropriate length h of the welding wire 6 is 15 to 25 mm. Further, at the time of welding, it is sufficient that the contact plates 2 and 2 and the welding torch 5 move relatively, and the welding torch 5 and the contact plates 2 and 2 are moved with respect to the steel pipe 1 without rotating the steel pipe 1. You may let them.

以上説明したように、本実施形態においては、その長手方向に沿って高さが変化する当て板2,2を用いているため、図7に示すように、多層盛溶接での溶接回数に伴って溶接位置および溶接高さを変えることができる(突起Pを最も良い形状に成型するための溶接トーチ5および溶接ワイヤ6の位置を確保できる)。そのため、高さが高い突起Pを形成する場合でも、溶接トーチ5が当て板2,2と干渉してしまったり、長い溶接ワイヤ6によって溶接位置が不安定になったりするといった事態を回避することができ、幅に対して高さが高い突起Pを最良の形態で容易に且つ経済的に製造することが可能になる。   As described above, in the present embodiment, since the contact plates 2 and 2 whose height changes along the longitudinal direction are used, as shown in FIG. Thus, the welding position and the welding height can be changed (the positions of the welding torch 5 and the welding wire 6 for forming the projection P into the best shape can be secured). Therefore, even when the projection P having a high height is formed, a situation in which the welding torch 5 interferes with the contact plates 2 and 2 or the welding position becomes unstable due to the long welding wire 6 is avoided. Thus, the projection P having a height higher than the width can be easily and economically manufactured in the best form.

なお、本発明は、前述した実施形態に限定されず、その要旨を逸脱しない範囲で種々変形して実施できることは言うまでもない。例えば、前述した実施形態では、当て板2,2および溶接トーチ5を鋼管1の内面に対して相対移動させるために、鋼管1を回転させたが、これに代えて、鋼管1を回転させないで、当て板2,2および溶接トーチ5を移動させるようにしてもよい。また、鋼管1の内面に螺旋条の突起を形成したい場合には、鋼管1を回転させながら、鋼管1を鋼管1の軸線方向に移動させても良いし、あるいは鋼管1を回転させながら、当て板2,2および溶接トーチ5を鋼管1の軸線方向に移動させても良い。また、一度に複数の突起を形成したい場合は、複数の溶接トーチ5および各溶接トーチ5の両側に配置された当て板2,2を用いれば良い。また、突起Pは連続的にも断続的にも形成することができる。また、本発明は、鋼管の外側に突起を形成する場合にも適用することができる。   Needless to say, the present invention is not limited to the above-described embodiment, and can be variously modified without departing from the scope of the invention. For example, in the above-described embodiment, the steel pipe 1 is rotated in order to move the contact plates 2 and 2 and the welding torch 5 relative to the inner surface of the steel pipe 1, but instead of this, the steel pipe 1 is not rotated. The contact plates 2 and 2 and the welding torch 5 may be moved. When it is desired to form a spiral protrusion on the inner surface of the steel pipe 1, the steel pipe 1 may be moved in the axial direction of the steel pipe 1 while rotating the steel pipe 1, or the steel pipe 1 may be rotated while rotating. The plates 2 and 2 and the welding torch 5 may be moved in the axial direction of the steel pipe 1. Moreover, when it is desired to form a plurality of protrusions at once, the plurality of welding torches 5 and the contact plates 2 and 2 disposed on both sides of each welding torch 5 may be used. Further, the protrusion P can be formed continuously or intermittently. The present invention can also be applied to the case where protrusions are formed outside the steel pipe.

本発明の実施の形態に係る突起付き鋼管の製造方法を示す側断面図である。It is a sectional side view which shows the manufacturing method of the steel pipe with a protrusion which concerns on embodiment of this invention. 図1の要部の拡大斜視図である。It is an expansion perspective view of the principal part of FIG. 本発明の実施形態に係る当て板の側面図である。It is a side view of the backing plate which concerns on embodiment of this invention. 当て板の高さが低い第1の位置で溶接を行なっている状態を示す図である。It is a figure which shows the state which is welding in the 1st position where the height of a backing plate is low. 当て板の高さが第1の位置よりも高い第2の位置で溶接を行なっている状態を示す図である。It is a figure which shows the state which is welding in the 2nd position where the height of a backing plate is higher than a 1st position. 当て板の高さが第2の位置よりも高い第3の位置で溶接を行なっている状態を示す図である。It is a figure which shows the state which is welding in the 3rd position where the height of a backing plate is higher than a 2nd position. 鋼管を回転させて第1ないし第3の各位置で溶接を行なう多層盛溶接を説明するための図である。It is a figure for demonstrating the multilayer build-up welding which rotates a steel pipe and welds in each of the 1st thru | or 3rd position. 従来の当て板を用いて高さが低い突起を鋼管に形成する方法を示す図である。It is a figure which shows the method of forming low protrusion in a steel pipe using the conventional patch plate. 従来の当て板を用いて高さが高い突起を鋼管に形成する場合において、溶接トーチと当て板とが干渉する様子を示す図である。It is a figure which shows a mode that a welding torch and a contact plate interfere in the case of forming a high protrusion in a steel pipe using the conventional contact plate. 従来の当て板を用いて高さが高い突起を鋼管に形成する場合において、長い溶接ワイヤが当て板間で振れている様子を示す図である。It is a figure which shows a mode that a long welding wire is swinging between the contact plates in the case where a projection having a high height is formed on a steel pipe using a conventional contact plate.

符号の説明Explanation of symbols

1 鋼管
2 当て板
P 突起
P1 第1の突起
P2 第2の突起
DESCRIPTION OF SYMBOLS 1 Steel pipe 2 Catch plate P Protrusion P1 1st protrusion P2 2nd protrusion

Claims (1)

鋼管の内面または外面に肉盛溶接により突起を形成して突起付き鋼管を製造する方法であって、
その長手方向に沿って高さが変化する一対の当て板を鋼管の内面または外面に間隔をおいて配置し、
前記当て板と鋼管の内面または外面とを相対的に移動させながら、前記当て板間の空間内の第1の位置で溶接により第1の突起を形成し、
前記第1の位置よりも当て板の高さが高い第2の位置で、前記当て板と鋼管の内面または外面とを相対的に移動させながら、前記第1の突起の上に溶接により第2の突起を形成する、
ことを含むことを特徴とする突起付き鋼管の製造方法。
A method of manufacturing a steel pipe with protrusions by forming protrusions on the inner surface or outer surface of the steel pipe by overlay welding,
A pair of contact plates whose height varies along the longitudinal direction are arranged on the inner surface or outer surface of the steel pipe at an interval,
Forming a first protrusion by welding at a first position in the space between the contact plates while relatively moving the contact plate and the inner surface or the outer surface of the steel pipe;
A second position is formed by welding on the first protrusion while relatively moving the contact plate and the inner surface or the outer surface of the steel pipe at a second position where the height of the contact plate is higher than the first position. Forming protrusions,
The manufacturing method of the steel pipe with a protrusion characterized by the above-mentioned.
JP2006058064A 2006-03-03 2006-03-03 Manufacturing method of steel pipe with protrusions Expired - Lifetime JP4000166B2 (en)

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