JP2013248625A - Method of manufacturing steel pipe with projection - Google Patents

Method of manufacturing steel pipe with projection Download PDF

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JP2013248625A
JP2013248625A JP2012123060A JP2012123060A JP2013248625A JP 2013248625 A JP2013248625 A JP 2013248625A JP 2012123060 A JP2012123060 A JP 2012123060A JP 2012123060 A JP2012123060 A JP 2012123060A JP 2013248625 A JP2013248625 A JP 2013248625A
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steel pipe
welding
protrusion
manufacturing
welding torch
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JP5892863B2 (en
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Hirotaka Kusaka
裕貴 日下
Masashi Kitahama
雅司 北濱
Makoto Matsuura
信 松浦
Hisafumi Fukushima
寿文 福嶋
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Nippon Steel Corp
Nippon Steel Spiral Pipe Co Ltd
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Nippon Steel and Sumitomo Metal Corp
Sumikin Spiral Pipe Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a method of manufacturing a steel pipe with a projection, which has low possibility of burn-through and thermal deformation of the steel pipe and can secure a sufficient penetration amount to the steel pipe.SOLUTION: A pair of patches 2, 2 are arranged on an inner surface of a steel pipe 1 at intervals. In carrying out build-up welding between the patches while relatively moving the patches 2, 2 and a welding torch 5 to the inner surface of the steel pipe 1, an axial direction of the welding torch 5 is inclined with respect to a vertical direction so that an upper side of the welding torch 5 inclines to an opposite side to a moving direction of the steel pipe 1. Thus, in carrying out the build-up welding on the inner surface of the steel pipe, it is less likely that burn-through and thermal deformation of the steel pipe occur, and a sufficient penetration amount to the steel pipe can be secured.

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 a method of manufacturing a steel pipe with projections using 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、鋼管の内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, protrusions are provided on the inner surface of the steel pipe in order to increase the adhesion between the steel pipe and the concrete.

鋼管の内面に突起を設ける方法の一つとして、特許文献1に記載の突起付き鋼管の製造方法が知られている。
この製造方法は、鋼管の内面に一対の当て板を間隔をおいて配置し、これらの当て板および溶接トーチを鋼管の内面に対し相対移動させつつ、これらの当て板間に肉盛溶接することを特徴としている。
このような突起付き鋼管の製造方法によれば、高さが高い突起を容易に形成することができる。
As one method for providing protrusions on the inner surface of a steel pipe, a method for manufacturing a steel pipe with protrusions described in Patent Document 1 is known.
In this manufacturing method, a pair of contact plates are arranged at an interval on the inner surface of a steel pipe, and overlay welding is performed between these contact plates while moving the contact plate and the welding torch relative to the inner surface of the steel pipe. It is characterized by.
According to such a method for manufacturing a steel pipe with a projection, a projection having a high height can be easily formed.

特許第3926326号公報Japanese Patent No. 3926326

ところで、肉盛溶接の1パス当たりに製造できる突起を高くするには、溶接ワイヤを多く溶かす必要がある。そのためには入熱量を上げる(電流・電圧を上げるか、または/かつ溶接速度を落とす)か、溶接ワイヤの突出しを長くしたり、溶接ワイヤ径を小さくするなどの方法がある。
しかし、入熱量を上げすぎると鋼管の溶け落ちや、熱変形が生じる可能性が高くなり、特に板厚が薄い場合には問題となる。
また、溶接ワイヤの突出しを長くしたり、溶接ワイヤ径を小さくすると、溶融する溶接ワイヤは多くなるものの、母材(鋼管)への溶け込みが小さくなり鋼管と突起が一体化しないため問題となる。
By the way, in order to raise the protrusion which can be manufactured per pass of overlay welding, it is necessary to melt a lot of welding wires. For this purpose, there are methods such as increasing the heat input (increasing the current / voltage or / and decreasing the welding speed), increasing the length of the welding wire, or decreasing the diameter of the welding wire.
However, if the amount of heat input is increased too much, there is a high possibility that the steel pipe will be melted or thermally deformed, and this becomes a problem particularly when the plate thickness is thin.
Further, if the length of the welding wire is increased or the diameter of the welding wire is reduced, the number of melting welding wires increases, but the penetration into the base material (steel pipe) is reduced and the steel pipe and the projection are not integrated, which is a problem.

本発明は、このような事情に鑑みて為されたもので、鋼管の溶け落ちや、熱変形が生じる可能性が低く、かつ、鋼管への十分な溶け込み量を確保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 such circumstances, and a method of manufacturing a steel pipe with protrusions that is unlikely to cause melting or thermal deformation of the steel pipe and that can secure a sufficient amount of penetration into the steel pipe. The purpose is to provide.

上記目的を達成するために、本発明の突起付き鋼管の製造方法は、鋼管の内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、
鋼管の内面に一対の当て板を間隔をおいて配置し、これらの当て板および溶接トーチを前記鋼管の内面に対し相対移動させつつ、これらの当て板間に肉盛溶接するに際し、
前記溶接トーチの軸方向を鉛直方向に対して、当該溶接トーチの上側が前記鋼管の移動方向と反対側に傾くように、傾斜させることを特徴とする。
In order to achieve the above object, the method for producing a steel pipe with projections according to the present invention is a method for producing a steel pipe with projections by forming projections on the inner surface of the steel pipe by overlay welding,
When placing a pair of contact plates on the inner surface of the steel pipe at an interval and moving these contact plates and the welding torch relative to the inner surface of the steel pipe while performing overlay welding between these contact plates,
The axial direction of the welding torch is inclined so that the upper side of the welding torch is inclined to the opposite side to the moving direction of the steel pipe with respect to the vertical direction.

本発明においては、溶接トーチの軸方向を鉛直方向に対して、当該溶接トーチの上側が前記鋼管の移動方向と反対側に傾くように、傾斜させているので、つまり溶接トーチに後退角を設けているので、アーク圧力により溶融したワイヤを押し退けながら溶接が行えることから、十分な溶け込み量を確保することが可能となる。
また、入熱量を上げすぎる必要もないので、鋼管の溶け落ちや、熱変形が生じる可能性が低くなる。
In the present invention, the axial direction of the welding torch is inclined so that the upper side of the welding torch is inclined to the opposite side to the moving direction of the steel pipe, that is, a receding angle is provided in the welding torch. Therefore, since welding can be performed while pushing away the melted wire due to the arc pressure, a sufficient amount of penetration can be ensured.
Further, since it is not necessary to increase the amount of heat input too much, the possibility that the steel pipe will be melted or thermally deformed is reduced.

本発明の上記構成において、前記トーチの軸方向の傾斜角(後退角)を8〜15°に設定するのが好ましい。
後退角θが小さすぎる、つまり8°未満では、溶融したワイヤを押し返す力が十分に発揮されず、また後退角θが大きすぎる、つまり15°を超えると、突起形状が安定しないからである。
In the above-described configuration of the present invention, it is preferable that an inclination angle (retraction angle) in the axial direction of the torch is set to 8 to 15 °.
This is because if the receding angle θ is too small, that is, less than 8 °, the force to push back the molten wire is not sufficiently exerted, and if the receding angle θ is too large, that is, exceeds 15 °, the projection shape is not stable.

また、本発明の上記構造において、前記溶接トーチの溶接ワイヤの先端を、前記鋼管の内面の最下部に向けて溶接するのが好ましい。
なぜなら、鋼管の内面の最下部から鋼管の移動(回転)方向にずれた位置で溶接を行うと、溶融した溶接ワイヤが高い位置から鋼管下側位置に早く流れてしまい、溶接個所を覆うことになるので、溶接材料(溶融した後凝固した溶接ワイヤ)の母材(鋼管)への溶け込み量が少なくなるからである。
また、鋼管の内面の最下部から鋼管の回転方向と逆方向にずれた位置で溶接を行うと、この場合も溶融した溶接ワイヤが高い位置から鋼管下側位置に早く流れてしまい、溶接個所での溶融した溶接ワイヤの量が極端に少なくなるので、鋼管の溶け落ちやアンダーカットが発生しやすくなるからである。
In the above structure of the present invention, it is preferable to weld the tip of the welding wire of the welding torch toward the lowermost part of the inner surface of the steel pipe.
Because, when welding is performed at a position shifted from the lowermost part of the inner surface of the steel pipe in the moving (rotating) direction of the steel pipe, the molten welding wire quickly flows from a high position to the lower position of the steel pipe, and covers the welding portion. This is because the amount of welding material (welding wire solidified after melting) into the base material (steel pipe) is reduced.
Also, if welding is performed at a position deviated from the lowermost part of the inner surface of the steel pipe in the direction opposite to the rotation direction of the steel pipe, the molten welding wire also flows quickly from a high position to the lower position of the steel pipe in this case. This is because the amount of the weld wire melted becomes extremely small, so that the steel pipe is easily melted and undercut.

さらに、本発明の上記構造において、高さが6mm以上、幅が5mm以上、側部と鋼管の内面とのなす角度が60〜90°で、側部に直線部を有し、上部が曲線となる断面形状の突起を前記鋼管の内面に形成するのが好ましい。   Furthermore, in the above structure of the present invention, the height is 6 mm or more, the width is 5 mm or more, the angle formed between the side part and the inner surface of the steel pipe is 60 to 90 °, the side part has a straight part, and the upper part is a curve. It is preferable to form a projection having a cross-sectional shape on the inner surface of the steel pipe.

これにより、1回の溶接により、側部に直線部を有し、上部が曲線となる断面形状の高さが高い突起を容易に、かつ溶接金属量も最小限として経済的に形成することができる。
また、例えば内面突起付き鋼管にコンクリートを充填してコンクリート充填鋼管とすると、突起高さが高いので、突起の間隔を少なくしても鋼管とコンクリートとの十分な付着力を得ることができる。本発明のように突起高さを6mm以上とすることにより、突起間隔を大きくすることができるので、突起の条数(突起が螺旋状の場合は巻き数)を減らすことができ、突起形成に要する工数もコストも大きく低減することができる。また、基礎用の場所打ち鋼管コンクリート杭などの場合には、突起高さが高いので、コンクリート打設の際に、ベントナイトなどの孔壁安定液の付着力に対する影響を軽減することができる。外面突起付き鋼管についても同様の効果を得ることができる。
Thereby, it is possible to easily form a projection having a straight section on the side portion and a high cross-sectional shape with a curved upper portion easily and economically with a minimum amount of weld metal by one welding. it can.
Further, for example, when concrete is filled in a steel pipe with an inner surface protrusion to obtain a concrete-filled steel pipe, the height of the protrusion is high, so that sufficient adhesion between the steel pipe and the concrete can be obtained even if the interval between the protrusions is reduced. Since the protrusion height can be increased by setting the protrusion height to 6 mm or more as in the present invention, the number of protrusions (the number of windings when the protrusion is spiral) can be reduced, and the protrusion can be formed. The man-hours and costs required can be greatly reduced. Further, in the case of a cast-in-place steel pipe concrete pile for a foundation, since the protrusion height is high, it is possible to reduce the influence on the adhesion force of the hole wall stabilizing liquid such as bentonite when placing concrete. The same effect can be obtained for the steel pipe with an outer protrusion.

また、鋼管の内面と突起の側部とのなす角度が小さすぎると、コンクリートが滑ってしまい、また90°以上では溶接終了後に当て板を取り外すことが困難となるが、本発明のようにこの角度を60〜90°とするとこれらの問題が生じない。
また、突起の断面形状が全体に円弧状の場合は、コンクリートが滑る可能性があり、また突起の断面形状が台形状のように上部が直線の場合は、側面と上面との交差部に応力集中が起こりやすく付着力を低下させる可能性があるが、本発明のように、側部に直線部を有し、上部が曲線となる断面形状の突起にすると、これらの問題を回避できる。
In addition, if the angle formed between the inner surface of the steel pipe and the side of the projection is too small, the concrete slips, and if it is 90 ° or more, it becomes difficult to remove the contact plate after the welding is finished. When the angle is 60 to 90 °, these problems do not occur.
In addition, if the cross-sectional shape of the protrusion is an arc, the concrete may slide, and if the upper part is straight like the cross-sectional shape of the protrusion is trapezoidal, stress is applied to the intersection of the side surface and the upper surface. Concentration is likely to occur and the adhesive force may be reduced, but these problems can be avoided if the protrusion has a cross-sectional shape with a straight portion on the side and a curved upper portion as in the present invention.

本発明によれば、鋼管の内面に肉盛溶接をする際に、鋼管の溶け落ちや、熱変形が生じる可能性が低く、かつ、鋼管への十分な溶け込み量を確保できる。   According to the present invention, when overlay welding is performed on the inner surface of a steel pipe, it is unlikely that the steel pipe will melt or undergo thermal deformation, and a sufficient amount of penetration into the steel pipe can be ensured.

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. 本発明の実施の形態に係る突起付き鋼管の製造方法を説明するためのもので、(a)従来の製造方法の要部を示す断面図、(b)本発明に係る製造方法の要部を示す断面図である。It is for demonstrating the manufacturing method of the steel pipe with a projection concerning embodiment of this invention, (a) Sectional drawing which shows the principal part of the conventional manufacturing method, (b) The principal part of the manufacturing method which concerns on this invention It is sectional drawing shown. 本発明の実施の形態に係る突起の断面図である。It is sectional drawing of the processus | protrusion which concerns on embodiment of this invention. 本発明に係る製造方法を説明するためのもので、肉盛溶接している状態を示す要部の断面図である。It is for demonstrating the manufacturing method which concerns on this invention, and is sectional drawing of the principal part which shows the state in which overlay welding is carried out.

以下、図面を参照して本発明の実施の形態を説明する。
図1および図2は、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、鋼管の内面に突起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。この当て板2には、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。この当て板2の底面は鋼管1の内面に沿った円弧状に形成されている。一対の当て板2、2は、鋼管1の内面に間隔をおいて平行に配置される。
Embodiments of the present invention will be described below 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 protrusions on the inner surface of the steel pipe in the circumferential direction, first, the steel pipe 1 is placed sideways, and a pair of contact plates 2 are placed on the lower side of the inner surface of the steel pipe 1. 2 are arranged. 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. The bottom surface of the backing plate 2 is formed in an arc shape along the inner surface of the steel pipe 1. The pair of contact plates 2 and 2 are arranged in parallel to the inner surface of the steel pipe 1 with a space therebetween.

次に、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、これらの一対の当て板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内でアークを発生させ下向きの肉盛溶接を行う。当て板2、2は、ブーム4等に支持されている。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。   Next, the boom 4 of the welding device 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 end of the boom 4 is connected to the pair of contact plates 2, Insert between 2. Then, while rotating the steel pipe 1 in the circumferential direction, an arc is generated in the 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, gas metal arc welding such as carbon dioxide arc welding, MAG welding or MIG welding 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。
当て板2の高さは、形成する突起の高さ以上の高さが必要であるが、あまり高いと当て板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。
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、あまり広すぎる事は好ましくない。鋼管1の内面に形成される突起の幅は、これらの当て板2、2の間隔とほぼ等しいものとなる。
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 having a straight line portion on the side portion of the cross-sectional shape. In order that the angle (rise angle) formed between the side surface of the protrusion formed on the inner surface of the steel pipe 1 and the inner surface of the steel pipe 1 forms a predetermined acute angle, a predetermined angle can be given to the side surface of the backing plate 2. . 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.
The height of the backing plate 2 needs to be higher than the height of the projections to be formed. However, if it is too high, the cost of the backing plate will be excessive, and the welding arc will be difficult to see and workability will deteriorate. It is preferable to set the height appropriately.
If the distance between the contact plates 2 and 2 is too narrow, damage due to the welding arc will occur, so it is necessary to make it about 5 mm or more. However, if it is too wide, extra welding material will be required and the economy will be low. Too much is not preferable. The width of the protrusion formed on the inner surface of the steel pipe 1 is substantially equal to the distance 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の長さ方向)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 rotate the steel pipe 1 and move the inner surface of the steel pipe 1, the welding torch 5 and the pair of contact plates 2, 2 relatively. When the length of the backing plates 2 and 2 is short, the molten metal flows out from the lateral (longitudinal direction of the backing 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 protrusions formed by solidification of the molten metal and the contact plate 2 becomes large, and it becomes difficult to move stably and the contact with the inner surface of the steel pipe 1. Since it becomes difficult to maintain the adhesiveness with the plate 2, it is necessary to set the length appropriately. The length 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.

突起高さを高くするために、多層盛により突起を形成する方法もあるが、溶接作業時間が掛かること、当て板2、2の位置を既存の突起の位置に正確に合わせるための時間が余分に必要なこと、および当て板2、2の側面と既存の突起の側面との摩擦力が大きく、作業性が悪くなることから、1回の溶接で必要な突起高さを得ることが好ましい。このためには、溶接電流を250〜450A、溶接電圧を25〜45V、溶接速度を30〜80cm/minにして溶接することが好ましい。   In order to increase the height of the protrusions, there is a method of forming protrusions by means of a multi-layer, but it takes time for welding work, and extra time is required for accurately aligning the positions of the contact plates 2 and 2 with the positions of the existing protrusions. In addition, since the frictional force between the side surfaces of the contact plates 2 and 2 and the side surfaces of the existing protrusions is large and the workability is deteriorated, it is preferable to obtain the required protrusion height by one welding. For this purpose, it is preferable to perform welding with a welding current of 250 to 450 A, a welding voltage of 25 to 45 V, and a welding speed of 30 to 80 cm / min.

薄い肉厚の鋼管1に突起を形成する場合には、溶け落ちを防ぐためや熱変形を少なくするためや、母材(鋼管1)への溶け込み量を十分確保するために、溶接トーチ5の軸方向を鉛直方向に対して、当該溶接トーチ5の上側が鋼管1の移動方向(図3においては時計方向)と反対側に傾くように、傾斜させる。
すなわち、従来は図3(a)に示すように、溶接トーチ5の軸方向を鉛直方向に設定していたが、本実施の形態では図3(b)に示すように、溶接トーチ5の軸方向の傾斜角(後退角θ)を8〜15°、さらに好ましくは8〜12°に設定する。
後退角θが小さすぎると、溶融したワイヤを押し返す力が十分に発揮されず、また後退角θが大きすぎると、突起形状が安定しないからである。
When forming projections on the thin-walled steel pipe 1, the welding torch 5 of the welding torch 5 is used to prevent melting, reduce thermal deformation, and ensure a sufficient amount of penetration into the base material (steel pipe 1). The axial direction is inclined with respect to the vertical direction so that the upper side of the welding torch 5 is inclined opposite to the moving direction of the steel pipe 1 (clockwise in FIG. 3).
That is, conventionally, as shown in FIG. 3A, the axial direction of the welding torch 5 is set to the vertical direction, but in this embodiment, as shown in FIG. The direction inclination angle (retraction angle θ) is set to 8 to 15 °, more preferably 8 to 12 °.
This is because if the receding angle θ is too small, the force to push back the molten wire is not sufficiently exerted, and if the receding angle θ is too large, the projection shape is not stable.

さらに、本実施の形態では、溶接トーチ5の溶接ワイヤ6の先端を、鋼管1の内面の最下部に向けて溶接する。
鋼管1の内面の最下部から鋼管1の回転方向にずれた位置で溶接を行うと、溶融した溶接ワイヤ6が高い位置から鋼管下側位置に早く流れてしまい、溶接個所を覆うことになるので、溶接材料(溶融した後凝固した溶接ワイヤ)の母材(鋼管1)への溶け込み量が少なくなるからである。
また、鋼管1の内面の最下部から鋼管1の回転方向と逆方向にずれた位置で溶接を行うと、この場合も溶融した溶接ワイヤが高い位置から鋼管下側位置に早く流れてしまい、溶接個所での溶融した溶接ワイヤの量が極端に少なくなるので、鋼管1の溶け落ちやアンダーカットが発生しやすくなるからである。
Furthermore, in the present embodiment, the tip of the welding wire 6 of the welding torch 5 is welded toward the lowermost part of the inner surface of the steel pipe 1.
If welding is performed at a position shifted in the rotational direction of the steel pipe 1 from the lowermost part of the inner surface of the steel pipe 1, the molten welding wire 6 flows quickly from a high position to the lower position of the steel pipe, and covers the welding location. This is because the amount of the welding material (welding wire solidified after being melted) into the base material (steel pipe 1) is reduced.
Further, when welding is performed at a position shifted from the lowermost part of the inner surface of the steel pipe 1 in the direction opposite to the rotation direction of the steel pipe 1, the molten welding wire also flows quickly from a high position to the lower position of the steel pipe in this case. This is because the amount of the molten welding wire at the location is extremely reduced, so that the steel pipe 1 is likely to be melted or undercut.

上記のような突起付き鋼管の製造方法により、鋼管1の内面に、図4に示すような高さの高い突起T、すなわち幅Bが5mm以上、高さHが6mm以上、鋼管1の内面と突起Tの側面の成す角度(立ち上がり角度)αが60〜90°で両側の側部に直線部を有しかつ上面が曲面の山形断面の突起Tを、1回の溶接により、周方向に容易に形成することができる。   According to the method of manufacturing a steel pipe with a protrusion as described above, a high protrusion T as shown in FIG. 4 on the inner surface of the steel pipe 1, that is, a width B of 5 mm or more, a height H of 6 mm or more, The angle formed by the side surface of the protrusion T (rise angle) α is 60 to 90 °, the straight part is formed on both sides, and the upper surface is curved. Can be formed.

この突起Tを鋼管1の内面に形成するには、まず、高さが形成する突起Tの高さより少し高く、長さが25〜120mm、側面が鋼管1の内面との成す角度が60〜90°になるように設定されているとともに、側面が平面またはほぼ平面で、底面が鋼管1の内面に沿った円弧状に形成された水冷銅板からなる一対の当て板2、2を、鋼管1の内面のうちの下側の位置に、間隔をおいて平行に置く。この当て板2、2の間隔は、突起Tの幅に応じて決定すれば良いが、必要に応じて熱収縮代を考慮してやや広めになるようにしても良い。
次に、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内で、溶接電流を250〜450A、溶接電圧を25〜45V、溶接速度を30〜80cm/minにして、下向きの炭酸ガスアーク溶接や炭酸ガスとアルゴンガスの混合ガスを用いたMAG溶接により肉盛溶接を行う。
In order to form the protrusion T on the inner surface of the steel pipe 1, first, the height is slightly higher than the height of the protrusion T to be formed, the length is 25 to 120 mm, and the angle between the side surface and the inner surface of the steel pipe 1 is 60 to 90. A pair of contact plates 2, 2 made of a water-cooled copper plate that is set to be ° and whose side surface is flat or substantially flat and whose bottom surface is formed in an arc shape along the inner surface of the steel pipe 1 Place in parallel at intervals on the lower side of the inner surface. The distance between the contact plates 2 and 2 may be determined according to the width of the protrusion T, but may be slightly widened in consideration of the heat shrinkage allowance as necessary.
Next, while rotating the steel pipe 1 in the circumferential direction, the welding current is 250 to 450 A, the welding voltage is 25 to 45 V, and the welding speed is 30 in the space formed by the inner surface of the steel pipe 1 and the contact plates 2 and 2. Overlay welding is performed by downward carbon dioxide arc welding or MAG welding using a mixed gas of carbon dioxide and argon gas at -80 cm / min.

図5に示すように、本実施の形態では、鋼管1の内面の最下部(鋼管1の中心から鉛直におろした線分と鋼管1の内面とが交差する部分)で、鋼管1を回転させながら肉盛溶接を行うことから、溶融した溶接ワイヤ6が鋼管1の曲率により鋼管下側位置に流れるが、そうなると溶融したワイヤの上面でアークが発生することから、母材(鋼管)への溶け込みが小さくなる。
しかし、溶接トーチ5に上述したような後退角θを設けることで、アーク圧力により溶融した溶接ワイヤ6を押し退けながら溶接が行えることから、十分な溶け込み量を確保することが可能となる。
また、また、入熱量を上げすぎる必要もないので、鋼管1の溶け落ちや、熱変形が生じる可能性が低くなる。
As shown in FIG. 5, in the present embodiment, the steel pipe 1 is rotated at the lowermost part of the inner surface of the steel pipe 1 (the portion where the line segment perpendicular to the center of the steel pipe 1 intersects the inner surface of the steel pipe 1). However, since the welded wire 6 flows to the lower position of the steel pipe due to the curvature of the steel pipe 1 because overlay welding is performed, an arc is generated on the upper surface of the melted wire, so that it melts into the base material (steel pipe). Becomes smaller.
However, by providing the welding torch 5 with the receding angle θ as described above, welding can be performed while pushing away the welding wire 6 melted by the arc pressure, so that a sufficient amount of penetration can be ensured.
Moreover, since it is not necessary to raise the amount of heat input too much, the possibility that the steel pipe 1 is melted down or thermally deformed is reduced.

このようにして突起Tが内面に形成された突起付き鋼管にコンクリートを充填してコンクリート充填鋼管杭とすると、突起高さが高いので、突起の間隔を少なくしても鋼管とコンクリートとの十分な付着力を得ることができる。現状用いられている突起付き鋼管の突起間隔は40mm程度であるが、本発明のように突起高さを6mm以上とすることにより突起間隔を大きくすることができ、良好な応力伝達領域にある突起間隔と高さの比10〜20にして、突起間隔を90mm以上とすることも可能となる。突起間隔を大きくすることができるので、突起の条数(突起が螺旋状の場合は巻き数)を減らすことができ、突起形成に要する工数もコストも大きく低減することができる。また、突起高さが高いので、コンクリート打設の際のベントナイトなどの孔壁安定液の付着力に対する影響を軽減することができる。   Thus, when concrete is filled into the steel pipe with projections with the projections T formed on the inner surface to form a concrete-filled steel pipe pile, the height of the projections is high, so even if the interval between the projections is reduced, the steel pipe and the concrete are sufficient. Adhesive force can be obtained. The protrusion interval of the steel pipe with protrusions currently used is about 40 mm, but the protrusion interval can be increased by setting the protrusion height to 6 mm or more as in the present invention, and the protrusion in a good stress transmission region. It is also possible to set the distance between the protrusions to 90 mm or more by setting the distance to height ratio of 10 to 20. Since the distance between the protrusions can be increased, the number of protrusions (the number of windings when the protrusion is spiral) can be reduced, and the man-hour and cost required for forming the protrusion can be greatly reduced. Further, since the height of the protrusion is high, the influence on the adhesion force of the hole wall stabilizing liquid such as bentonite at the time of placing concrete can be reduced.

また、鋼管1内面と突起Tの側面のなす角度αが小さすぎると、コンクリートが滑ってしまい、また90°以上では溶接終了後に当て板2、2を取り外すことが困難となるが、この角度αを60〜90°とするとこれらの問題を回避できる。
また、突起の断面形状が全体に円弧状の場合は、コンクリートが滑る可能性がある。また、突起の断面形状が台形状のように上部が直線の場合は、側面と上面との交差部に応力集中が起こりやすく付着力を低下させる可能性がある。突起Tでは、断面の側部に直線部を有する形状で、上部を曲線としたので、これらの問題が生じない。
Further, if the angle α formed between the inner surface of the steel pipe 1 and the side surface of the projection T is too small, the concrete slips, and if it is 90 ° or more, it becomes difficult to remove the contact plates 2 and 2 after the welding is finished. When the angle is set to 60 to 90 °, these problems can be avoided.
Moreover, when the cross-sectional shape of the protrusion is an arc shape as a whole, the concrete may slide. In addition, when the upper part is a straight line such that the cross-sectional shape of the protrusion is trapezoidal, stress concentration is likely to occur at the intersection between the side surface and the upper surface, and the adhesive force may be reduced. Since the protrusion T has a shape having a straight portion on the side of the cross section and a curved upper portion, these problems do not occur.

なお、鋼管1の内面に螺旋状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、突起は連続的にも断続的にも形成することができる。
When it is desired to form a spiral projection 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 projections at a time, 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 can be formed continuously or intermittently.

以下、本発明を実施例により具体的に説明する。
まず、長さが100mm、高さが20mm、幅が40mmの水冷銅板からなる当て板2、2を内径が1376mmの鋼管1の内面のうちの下側の位置に、6mmの間隔をおいて平行に置いた。
次に、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内で、溶接電流を340A、溶接電圧を35V、溶接速度を41cm/min、溶接ワイヤ径1.4mmで、下向きの炭酸ガスとアルゴンガスの混合ガスを用いたMAG溶接により肉盛溶接を行い、突起高さHが約7.5mm、幅Bが約6mm、立ち上がり角度αが約90°の側面が平坦かつ上面が曲面の突起Tを、1回の溶接で、周方向に容易に形成することができた。
Hereinafter, the present invention will be specifically described by way of examples.
First, the contact plates 2 and 2 made of a water-cooled copper plate having a length of 100 mm, a height of 20 mm, and a width of 40 mm are parallel to the lower position of the inner surface of the steel pipe 1 having an inner diameter of 1376 mm with an interval of 6 mm. Put it on.
Next, while rotating the steel pipe 1 in the circumferential direction, a welding current is 340 A, a welding voltage is 35 V, a welding speed is 41 cm / min, and welding is performed in a space formed by the inner surface of the steel pipe 1 and the contact plates 2 and 2. Overlay welding is performed by MAG welding using a mixed gas of carbon dioxide gas and argon gas downward with a wire diameter of 1.4 mm, the projection height H is about 7.5 mm, the width B is about 6 mm, and the rising angle α is about The protrusion T having a flat 90 ° side surface and a curved upper surface could be easily formed in the circumferential direction by one welding.

また、条件として、鋼管径:1200mm、板厚:10mm、電流:340A、電圧:35V、溶接速度41cm/minにて、上記のような肉盛溶接を行い、鋼管1の内面に突起Tを形成し、その評価を行った結果を表1に示す。
表1に示すように、トーチの軸方向の傾斜角は8〜15°に設定するのが好ましいことが確認できた。
In addition, as a condition, steel pipe diameter: 1200 mm, plate thickness: 10 mm, current: 340 A, voltage: 35 V, welding welding at 41 cm / min as described above, and build-up T is formed on the inner surface of the steel pipe 1. The results of the evaluation are shown in Table 1.
As shown in Table 1, it was confirmed that the inclination angle in the axial direction of the torch is preferably set to 8 to 15 °.

Figure 2013248625
Figure 2013248625

1 鋼管
2 当て板
3 溶接装置
4 ブーム
5 溶接トーチ
6 溶接ワイヤ
T 突起
B 突起の幅
H 突起の高さ
α 突起の側面と鋼管の内面とのなす角度(立ち上がり角度)
θ トーチの軸方向の傾斜角(後退角)
DESCRIPTION OF SYMBOLS 1 Steel pipe 2 Contact plate 3 Welding device 4 Boom 5 Welding torch 6 Welding wire T Protrusion B Protrusion width H Protrusion height α Angle formed between the side surface of the protrusion and the inner surface of the steel pipe (rise angle)
θ Axis tilt angle (backward angle) of torch

Claims (4)

鋼管の内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、
鋼管の内面に一対の当て板を間隔をおいて配置し、これらの当て板および溶接トーチを前記鋼管の内面に対し相対移動させつつ、これらの当て板間に肉盛溶接するに際し、
前記溶接トーチの軸方向を鉛直方向に対して、当該溶接トーチの上側が前記鋼管の移動方向と反対側に傾くように、傾斜させる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 a protrusion by forming protrusions on the inner surface of the steel pipe by overlay welding,
When placing a pair of contact plates on the inner surface of the steel pipe at an interval and moving these contact plates and the welding torch relative to the inner surface of the steel pipe while performing overlay welding between these contact plates,
A method of manufacturing a steel pipe with projections, characterized in that the axial direction of the welding torch is inclined with respect to the vertical direction so that the upper side of the welding torch is inclined opposite to the moving direction of the steel pipe.
前記トーチの軸方向の傾斜角を8〜15°に設定したことを特徴とする請求項1に記載の突起付き鋼管の製造方法。   The method of manufacturing a steel pipe with projections according to claim 1, wherein an inclination angle in an axial direction of the torch is set to 8 to 15 °. 前記溶接トーチの溶接ワイヤの先端を、前記鋼管の内面の最下部に向けて溶接することを特徴とする請求項1または請求項2に記載の突起付き鋼管の製造方法。   The method for manufacturing a steel pipe with projections according to claim 1 or 2, wherein a tip of a welding wire of the welding torch is welded toward a lowermost part of an inner surface of the steel pipe. 高さが6mm以上、幅が5mm以上、側部と鋼管の内面または外面とのなす角度が60〜90°で、側部に直線部を有し、上部が曲線となる断面形状の突起を前記鋼管の内面に形成することを特徴とする請求項1から請求項3のいずれか1項に記載の突起付き鋼管の製造方法。   A protrusion having a cross-sectional shape having a height of 6 mm or more, a width of 5 mm or more, an angle between the side portion and the inner or outer surface of the steel pipe of 60 to 90 °, a straight portion on the side portion, and a curved portion on the upper side. It forms in the inner surface of a steel pipe, The manufacturing method of the steel pipe with a protrusion of any one of Claims 1-3 characterized by the above-mentioned.
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103692055A (en) * 2013-12-31 2014-04-02 江苏江丹特种设备制造有限公司 Leveling process implemented during composite buildup welding on flat plates
JP6082087B1 (en) * 2015-11-19 2017-02-15 株式会社クボタ Method for forming protrusion of tube insertion
JP2021089020A (en) * 2019-12-03 2021-06-10 株式会社クボタ Method for forming insertion port protrusion

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005193245A (en) * 2003-12-26 2005-07-21 Sumitomo Metal Ind Ltd Manufacturing method for steel tube with projection and the same tube

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005193245A (en) * 2003-12-26 2005-07-21 Sumitomo Metal Ind Ltd Manufacturing method for steel tube with projection and the same tube

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103692055A (en) * 2013-12-31 2014-04-02 江苏江丹特种设备制造有限公司 Leveling process implemented during composite buildup welding on flat plates
JP6082087B1 (en) * 2015-11-19 2017-02-15 株式会社クボタ Method for forming protrusion of tube insertion
JP2021089020A (en) * 2019-12-03 2021-06-10 株式会社クボタ Method for forming insertion port protrusion

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