JP4750414B2 - Fixing jig for tack welding - Google Patents

Fixing jig for tack welding Download PDF

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JP4750414B2
JP4750414B2 JP2004381319A JP2004381319A JP4750414B2 JP 4750414 B2 JP4750414 B2 JP 4750414B2 JP 2004381319 A JP2004381319 A JP 2004381319A JP 2004381319 A JP2004381319 A JP 2004381319A JP 4750414 B2 JP4750414 B2 JP 4750414B2
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steel pipe
fixing
welding
fixing portion
tip member
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JP2006181634A (en
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一夫 堀
義則 住友
崇史 小島
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Sekisui House Ltd
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Description

本発明は、2つの鋼管の端縁同士を仮付け溶接する際に、2つの鋼管の端縁を溶接すべき所定のルート間隔をあけて相向い合わせて固定する仮付け溶接用固定治具に関する。   The present invention relates to a fixing jig for temporary welding for fixing the ends of two steel pipes facing each other with a predetermined route interval to be welded when they are tack welded to each other. .

軟弱な地盤上に建築物を建設する際の代表的な沈下防止対策の1つとして回転圧入杭工法が挙げられる。この回転圧入杭工法は、鋼管杭の頭部を重機等で支えながら回転を加え、地中に埋設する工法であり、鋼管の先端部側面には、先端支持力の向上、貫入推進力の確保を目的として螺旋羽根が設置されている。また、鋼管杭の先端には、地中に多少のレキ、ガラが存在してもスムーズに回転し圧入できるように掘削ビットや掘削板が設けられている。   One of the typical measures to prevent settlement when constructing a building on soft ground is the rotary press pile method. This rotary press-in pile method is a method of rotating the steel pipe pile head while supporting it with heavy machinery, etc., and burying it in the ground. On the side of the tip of the steel pipe, the tip support force is improved and the penetration propulsion force is secured. A spiral blade is installed for the purpose. In addition, a drill bit and a drill plate are provided at the tip of the steel pipe pile so that it can be smoothly rotated and press-fitted even if there is a certain amount of cracks and burrs in the ground.

上記した鋼管先端部の螺旋羽根や掘削ビット等の加工は、工場にて行われており、製品として加工された鋼管杭は、工場から建築現場へ運搬される。加工された鋼管杭をトラック荷台等に積載する際には螺旋羽根が邪魔になり、現場への運搬が不便であるとともに、運搬効率が悪いという問題点がある。   The processing of the above-described spiral blades and excavation bits of the steel pipe tip is performed in a factory, and the steel pipe pile processed as a product is transported from the factory to a construction site. When the processed steel pipe pile is loaded on a truck bed or the like, the spiral blade becomes an obstacle, and there are problems that transportation to the site is inconvenient and transportation efficiency is poor.

この問題を解決するため、短い鋼管に螺旋羽根や掘削ビット等の加工を施したものを杭先端部材として鋼管本体と別個に構成し、別々に現場に運搬するものがある(例えば、特許文献1参照)。鋼管本体と分納された杭先端部材は、一般に現場溶接にて鋼管本体と接続している。この現場溶接作業において、鋼管本体と杭先端部材の軸心を合わせ、一直線に取り付けることが鋼管杭の品質管理を行う上で最も重要である。   In order to solve this problem, there is a structure in which a short steel pipe processed with a spiral blade, a drill bit, or the like is configured as a pile tip member separately from the steel pipe main body and transported separately to the site (for example, Patent Document 1). reference). The pile tip member divided into the steel pipe body is generally connected to the steel pipe body by field welding. In this field welding operation, it is most important for quality control of steel pipe piles to align the axis of the steel pipe body and the pile tip member and attach them in a straight line.

一方、2つのステンレス鋼鋼管の端縁を仮付け溶接する場合に用いる仮付け溶接用固定治具がある(例えば、特許文献2参照)。この仮付け溶接用固定治具は、両側に締結部を有し、且つ仮付け溶接孔を形成した半円帯状の2つの緊締部材を一組として構成されるものである。この仮付け溶接用固定治具を用いて2つのステンレス鋼鋼管の端縁を仮付け溶接するには、仮付け溶接用固定治具によりステンレス鋼鋼管の仮付け溶接個所が前記仮付け溶接孔に露出するように仮固定し、該仮付け溶接孔を介して仮付け溶接個所を仮付けトーチにより仮付け溶接する。
特開2004−169502号公報 特開平7−24595号公報
On the other hand, there is a fixing jig for tack welding used when tacking the edges of two stainless steel pipes (see, for example, Patent Document 2). This fixing jig for tack welding is composed of a pair of two semicircular fastening members having fastening portions on both sides and having a tack welding hole. In order to tack weld the edges of two stainless steel pipes using the tack welding fixture, the tack welding spot of the stainless steel pipe is moved to the tack weld hole by the tack welding fixture. Temporarily fixed so as to be exposed, and tack welded by a tack torch at a tack weld spot through the tack weld hole.
JP 2004-169502 A JP 7-24595 A

ところで、鋼管本体と杭先端部材の現場溶接作業を行う場合、一人の溶接作業者が片手で杭先端部材の重さを支えながら、もう片方の手で溶接棒を操作する状態となり、鋼管本体と杭先端部材の軸心を合わせて接続することが難しいという問題点があった。また、現場溶接作業は、一人での作業が困難な場合、一人が杭先端部材を支え、一人が溶接するという二人作業で行うこととなり、非効率な状況となるという問題点があった。   By the way, when performing on-site welding work between the steel pipe body and the pile tip member, one welding operator can operate the welding rod with the other hand while supporting the weight of the pile tip member with one hand. There was a problem that it was difficult to connect the pile tip members with the same axis. In addition, when it is difficult for one person to perform the field welding work, there is a problem that one person supports the pile tip member and one person performs welding, which results in an inefficient situation.

また、前記仮付け溶接用固定治具を用いて2つのステンレス鋼鋼管の端縁を仮付け溶接する場合、2つのステンレス鋼鋼管同士の直線性を保持しておく必要があり、そのステンレス鋼鋼管同士の直線性を保持しながら仮付け溶接用固定治具の2つの緊締部材により固定することが難しいという問題点があった。   Moreover, when the end edges of two stainless steel pipes are tack welded using the fixing jig for tack welding, it is necessary to maintain the linearity between the two stainless steel pipes. There is a problem in that it is difficult to fix the two fastening members of the tack welding fixing jig while maintaining the linearity between them.

本発明は、上記の課題に鑑みてなされたものであり、2つの鋼管の現場溶接作業を容易なものとすることができる仮付け溶接用固定治具を提供することを目的とする。   This invention is made | formed in view of said subject, and it aims at providing the fixing jig for temporary welding which can make the field welding operation | work of two steel pipes easy.

上記目的を達成するために、請求項1記載の仮付け溶接用固定治具は、鋼管本体と短い鋼管に螺旋羽根の加工を施した杭先端部材の2つの鋼管の端縁同士を仮付け溶接する際に、前記2つの鋼管の端縁を溶接すべき所定のルート間隔をあけて相向い合わせてその内側に裏当てリングを挿入して固定する仮付け溶接用固定治具であって、前記鋼管を内接する内径の略半円筒形状に形成され、前記2つの鋼管の相向い合う端縁を仮付け溶接するための開口部を、前記杭先端部材を固定する側寄りに有するとともに、内側における前記開口部の側方において前記2つの鋼管の溶接すべき所定のルート間隔を保持し且つその内側に前記裏当てリングを挿入できるように鋼管本体の厚さより若干小さい高さの突起を有する固定部と、該固定部と略同一の内径の略半円筒形状に形成され、前記固定部の開口部の上方部分の長さと略同じ長さを有し、一側において前記固定部の一側縁と開閉自在に連結されるとともに、他側において前記固定部の他側縁と係着することにより、前記鋼管本体の下端部を前記固定部との間で固定する上方固定部と、前記固定部と略同一の内径の略半円筒形状に形成され、前記上方固定部よりも短く、且つ、前記固定部の開口部よりも下方の部分と略同じ長さで、尚且つ、前記上方固定部に対して前記開口部の高さ寸法と略同間隔をあけて一側において前記固定部の一側縁と開閉自在に連結されるとともに、他側において前記固定部の他側縁と係着することにより、前記杭先端部材の螺旋羽根よりも上方を前記固定部材との間で固定する下方固定部と、を備え、且つ、前記上方固定部と下方固定部との間の中心を通る中間線と開口部の周方向の中心線とが同一平面内にあること、を特徴としている。 In order to achieve the above object, a tack welding welding fixture according to claim 1 is provided by tack welding two steel pipe edges of a pile tip member obtained by processing a spiral blade on a steel pipe body and a short steel pipe. A fixing jig for temporary welding, in which end edges of the two steel pipes are opposed to each other with a predetermined route interval to be welded, and a backing ring is inserted and fixed inside thereof ; It is formed in a substantially semi-cylindrical shape with an inner diameter that inscribes the steel pipe, and has an opening for tack welding the opposing edges of the two steel pipes on the side that fixes the pile tip member, fixing portion having a slightly smaller height projections than the thickness of the steel pipe pile body so as to be able to insert the said backing ring the holding and on its inner side a predetermined route distance to be welded of the two steel pipes on the side of the opening And substantially the same as the fixed part It is formed in a substantially semi-cylindrical shape with a diameter, has substantially the same length as the length of the upper part of the opening of the fixed part, and is connected to one side edge of the fixed part on one side so as to be openable and closable. An upper fixing portion that fixes the lower end portion of the steel pipe main body with the fixing portion by engaging with the other side edge of the fixing portion on the side, and a substantially semi-cylindrical shape having substantially the same inner diameter as the fixing portion The height of the opening is shorter than the upper fixing part and is substantially the same length as the part below the opening of the fixing part, and the height of the opening relative to the upper fixing part. It is connected to one side edge of the fixed part on one side so as to be openable and closable at substantially the same interval, and is engaged with the other side edge of the fixed part on the other side, so that also and a lower fixing unit for fixing between the fixing member upward, and, The serial and the center line of the circumferential direction of the intermediate line and the opening through the center between the upper fixing portion and a lower fixing part are in the same plane, and characterized.

本発明の請求項1の仮付け溶接用固定治具によれば、固定部と対になって鋼管を固定する部分が上方固定部と下方固定部の2つの部分からなるため、仮付け溶接用固定治具を一方の鋼管に固定する作業と他方の鋼管を仮付け溶接用固定治具により固定する作業とを、それぞれ鋼管同士の直線性を保ちながら、2つの鋼管の端縁を開口部において一人で容易に現場溶接にて接続できる。また、ルート間隔を保持する突起を備えているため、接続する2つの鋼管の相向い合う端縁間に所定のルート間隔を確実に確保することができる。更に、上方固定部と下方固定部との間においても前記開口部と略同間隔が開けられているので、その開けられた間隔から仮付け固定することができる。

According to the fixing jig for tack welding according to claim 1 of the present invention, the portion for fixing the steel pipe in a pair with the fixing portion is composed of the two portions of the upper fixing portion and the lower fixing portion. the work and other steel pipes for fixing the fixture to one of the steel pipe and operation of fixing by tack welding fixture, their respective maintaining the linearity between the steel tube, the edges of the two steel pipes It can be easily connected by field welding alone at the opening. Moreover, since the protrusion which hold | maintains a route space | interval is provided, a predetermined route space | interval can be ensured reliably between the opposing edges of the two steel pipes to connect. Furthermore, since the same distance as the opening is provided between the upper fixing part and the lower fixing part, it can be temporarily fixed from the opened interval .

以下、本発明の実施の形態に係る仮付け溶接用固定治具について図面に基づいて説明する。
図1は、本実施の形態に係る仮付け溶接用固定治具1の概略構成を示す斜視図であるが、仮付け溶接用固定治具1は、図示するように、固定部2、上方固定部3、及び下方固定部4を主体に構成される。なお、本実施の形態においては、図2に示すように、仮付け溶接用固定治具1を用いて鋼管本体5と杭先端部材6を固定する場合について説明するが、本発明は、鋼管同士の一般継手部分において2つの鋼管の端縁同士を仮付け溶接する場合においても有効に活用することができる。
Hereinafter, a fixing jig for tack welding according to an embodiment of the present invention will be described with reference to the drawings.
FIG. 1 is a perspective view showing a schematic configuration of a tack welding fixing jig 1 according to the present embodiment. The tack welding fixing jig 1 includes a fixing portion 2 and an upper fixing as shown in FIG. The part 3 and the lower fixing part 4 are mainly configured. In addition, in this Embodiment, as shown in FIG. 2, although the case where the steel pipe main body 5 and the pile front-end | tip member 6 are fixed using the fixing jig 1 for temporary welding is demonstrated, this invention is steel pipes, In the general joint portion, the ends of the two steel pipes can be effectively utilized even when they are tack welded.

固定部2は、鋼管本体5及び杭先端部材6を内接する内径を有する円筒状の鋼管を略半分に割った略半円筒形状の鋼製部材であり、鋼管本体5及び杭先端部材6の片側に当接するものである。この固定部2の上下方向の長さは、特に限定されるものではないが、鋼管本体5と杭先端部材6とを固定するのに十分な長さであり、且つ、固定作業を容易なものとするには、軽量且つ取扱い容易となるようにできるだけ短いことが好ましい。この固定部2は、仮付け溶接用固定治具1により固定した鋼管本体5と杭先端部材6とを仮付け溶接するための開口部7を有している。   The fixed portion 2 is a substantially semi-cylindrical steel member obtained by dividing a cylindrical steel pipe having an inner diameter that inscribes the steel pipe main body 5 and the pile tip member 6 into one half, and one side of the steel pipe main body 5 and the pile tip member 6 It abuts against. The length of the fixing portion 2 in the vertical direction is not particularly limited, but is sufficient to fix the steel pipe main body 5 and the pile tip member 6 and can be easily fixed. For this purpose, it is preferable that the length is as short as possible so as to be lightweight and easy to handle. The fixing portion 2 has an opening 7 for tack welding the steel pipe body 5 and the pile tip member 6 fixed by the tack welding fixing jig 1.

この開口部7は、固定部2の開口部7より上方の部分において鋼管本体5の下端部を固定でき、開口部7より下方の部分において杭先端部材6の螺旋羽根8よりも上方を固定できる位置に形成される。この開口部7の高さ寸法は、開口部7を介して鋼管本体5と杭先端部材6の溶接作業を行うのに十分な高さを有するものとし、周方向に延びる長さ寸法は、溶接作業を行うのに十分な長さで、且つ、固定部2の強度が損なわれない程度に十分な余地を残す長さが好ましい。   The opening 7 can fix the lower end of the steel pipe body 5 at a portion above the opening 7 of the fixing portion 2, and can fix the upper portion of the pile tip member 6 above the spiral blade 8 at a portion below the opening 7. Formed in position. The height dimension of the opening 7 is high enough to perform the welding operation of the steel pipe main body 5 and the pile tip member 6 through the opening 7, and the length dimension extending in the circumferential direction is welded. A length that is long enough to carry out the work and that leaves enough room so that the strength of the fixing portion 2 is not impaired is preferable.

また、固定部2は、溶接部分における溶け込み不良を防止するための所定のルート間隔を確保するための突起9を有している。この突起9は、固定部2の内側で、かつ開口部7の周方向の側方に設けられており、両側方に設けられていてもよいし、片側方のみに設けられていてもよい。突起9の幅は、鋼管本体5と杭先端部材6との所定のルート間隔を確保するのに適した幅とし、その高さは、鋼管本体5の厚さより若干小さい程度が好ましい。周方向に延びる長さは、特に限定されるものではない。また、突起9の上下方向の位置は、開口部7の上下方向の中心と同じ位置であると、溶接作業を行いやすく、好ましい。固定部2は、一側に丁番10a、10bを有しており、丁番10aを介して上方固定部3と開閉自在に連結されており、丁番10bを介して下方固定部4と開閉自在に連結されている。また、固定部2は、丁番10a、10bとは他側に係止爪11a、11bを有しており、係止爪11a、11bは、上方固定部3と下方固定部4に対応して1個所ずつ設けられている。   Moreover, the fixing | fixed part 2 has the protrusion 9 for ensuring the predetermined | prescribed root space | interval for preventing the penetration defect in a welding part. The protrusions 9 are provided on the inner side of the fixed portion 2 and on the side of the opening 7 in the circumferential direction, and may be provided on both sides or only on one side. The width of the protrusion 9 is set to a width suitable for securing a predetermined route interval between the steel pipe body 5 and the pile tip member 6, and the height is preferably slightly smaller than the thickness of the steel pipe body 5. The length extending in the circumferential direction is not particularly limited. In addition, it is preferable that the vertical position of the protrusion 9 is the same position as the vertical center of the opening 7 because welding work can be easily performed. The fixing portion 2 has hinges 10a and 10b on one side, and is connected to the upper fixing portion 3 through the hinge 10a so as to be openable and closable, and is opened and closed with the lower fixing portion 4 through the hinge 10b. It is connected freely. The fixing portion 2 has locking claws 11a and 11b on the other side of the hinges 10a and 10b. The locking claws 11a and 11b correspond to the upper fixing portion 3 and the lower fixing portion 4, respectively. One place is provided.

上方固定部3は、固定部2と同様に、鋼管本体5を内接する内径を有し、円筒の鋼管を略半分に割った略半円筒形状の鋼製部材であり、固定部2が鋼管本体5に当接した側とは他側に当接するものである。この上方固定部3の上下方向の長さは、固定部2の開口部7よりも上方の部分と略同じ長さである。この上方固定部3は、一側において丁番10aを介して固定部2の一側縁と開閉自在に連結されている。また、その丁番10aが設けられた側の他側にバックル12aを有しており、仮付け溶接用固定治具1は、このバックル12aと固定部2の係止爪11aにより固定部2の他側縁と上方固定部3を係着することにより鋼管本体5に固定される。   The upper fixing portion 3 is an approximately semi-cylindrical steel member having an inner diameter that inscribes the steel pipe main body 5 as in the case of the fixing portion 2. The fixing portion 2 is a steel pipe main body. The side in contact with 5 is the side in contact with the other side. The length of the upper fixing portion 3 in the vertical direction is substantially the same as that of the portion above the opening 7 of the fixing portion 2. The upper fixing portion 3 is connected to one side edge of the fixing portion 2 through a hinge 10a on one side so as to be freely opened and closed. Further, a buckle 12a is provided on the other side where the hinge 10a is provided, and the fixing jig 1 for temporary welding is fixed to the fixing portion 2 by the latching claw 11a of the buckle 12a and the fixing portion 2. The other side edge and the upper fixing portion 3 are fixed to the steel pipe body 5.

下方固定部4は、鋼管本体5と同一の径を有する杭先端部材6を内接する内径を有し、円筒の鋼管を略半分に割った略半円筒形状の鋼製部材であり、固定部2が杭先端部材6に当接した側とは他側に当接するものである。この下方固定部4の上下方向の長さは、固定部2の開口部7よりも下方の部分と略同じ長さである。この下方固定部4は、一側において丁番10bを介して固定部2の一側縁と開閉自在に連結されている。また、その丁番10bとは他側にバックル12bを有しており、仮付け溶接用固定治具1は、このバックル12bと固定部2の係止爪11bにより固定部2の他側縁と下方固定部4を係着することにより杭先端部材6を固定する。上方固定部3と下方固定部4とは、開口部7の高さ寸法と略同間隔を開けて固定部2と連結されており、また、上方固定部3と下方固定部4との間の中心を通る中間線と、開口部7の周方向の中心線とが同一面内にあるため、上方固定部3と下方固定部4との間の部分においても鋼管本体5と杭先端部材6とを仮付け溶接することができる。   The lower fixing portion 4 is an approximately semi-cylindrical steel member that has an inner diameter that inscribes a pile tip member 6 having the same diameter as the steel pipe main body 5 and that divides a cylindrical steel pipe into approximately half. The side that is in contact with the pile tip member 6 is in contact with the other side. The length of the lower fixing portion 4 in the vertical direction is substantially the same as the length below the opening 7 of the fixing portion 2. The lower fixing portion 4 is connected to one side edge of the fixing portion 2 via a hinge 10b on one side so as to be freely opened and closed. Further, the hinge 10b has a buckle 12b on the other side, and the tack welding fixing jig 1 is connected to the other side edge of the fixing portion 2 by the buckle 12b and the locking claw 11b of the fixing portion 2. The pile tip member 6 is fixed by engaging the lower fixing portion 4. The upper fixing portion 3 and the lower fixing portion 4 are connected to the fixing portion 2 at substantially the same distance as the height dimension of the opening 7, and between the upper fixing portion 3 and the lower fixing portion 4. Since the intermediate line passing through the center and the center line in the circumferential direction of the opening 7 are in the same plane, the steel pipe body 5 and the pile tip member 6 are also located in the portion between the upper fixing portion 3 and the lower fixing portion 4. Can be tack welded.

次に、図2に示すように、鋼管本体5と杭先端部材6が水平に載置してあり、上記のように構成された仮付け溶接用固定治具1を用いて、鋼管本体5と杭先端部材6とを仮付け溶接する場合について説明する。
仮付け溶接用固定治具1を用いて鋼管本体5と杭先端部材6とを仮付け溶接するには、まず、図3に示すように、鋼管本体5の下部に仮付け溶接用固定治具1の固定部2をあてがう。このとき、所定のルート間隔を確実に確保することができるように鋼管本体5の下端に突起9を当接させる。そして、図4に示すように、上方固定部3を閉じ、係止部11aとバックル12aにより固定部2と上方固定部3を係着して仮付け溶接用固定治具1を鋼管本体5に固定する。
Next, as shown in FIG. 2, the steel pipe main body 5 and the pile tip member 6 are horizontally placed, and the steel pipe main body 5 and The case of tack welding the pile tip member 6 will be described.
In order to tack weld the steel pipe body 5 and the pile tip member 6 using the tack welding fixing jig 1, first, as shown in FIG. 1 fixed part 2 is applied. At this time, the protrusion 9 is brought into contact with the lower end of the steel pipe body 5 so as to ensure a predetermined route interval. Then, as shown in FIG. 4, the upper fixing portion 3 is closed, and the fixing portion 2 and the upper fixing portion 3 are engaged by the locking portion 11a and the buckle 12a, and the temporary welding fixing jig 1 is attached to the steel pipe body 5. Fix it.

次いで、図4に示すように、鋼管本体5の内側に溶接用の裏当てリング13を挿入するが、突起9の高さが、鋼管本体5の厚さより若干小さい程度であるため、容易に裏当てリング13を挿入することができる。そして、図5に示すように、挿入した裏当てリング13に合わせて、杭先端部材6を挿入する。杭先端部材6の挿入後においては、固定部2の内側に杭先端部材6の片側が当接した状態となっている。また、杭先端部材6の上端を突起9に当接させることにより、溶接時に必要な鋼管本体5と杭先端部材6の相向い合う端縁同士のルート間隔が突起9により確保される。   Next, as shown in FIG. 4, a backing ring 13 for welding is inserted inside the steel pipe main body 5. However, since the height of the protrusion 9 is slightly smaller than the thickness of the steel pipe main body 5, A contact ring 13 can be inserted. Then, as shown in FIG. 5, the pile tip member 6 is inserted in accordance with the inserted backing ring 13. After the pile tip member 6 is inserted, one side of the pile tip member 6 is in contact with the inside of the fixed portion 2. Further, by bringing the upper end of the pile tip member 6 into contact with the protrusion 9, the route distance between the opposite edges of the steel pipe main body 5 and the pile tip member 6 required during welding is secured by the protrusion 9.

次いで、図6に示すように、下方固定部4を閉じ、係止部11bとバックル12bにより固定部2と下方固定部4を係着して杭先端部材6を固定することにより、鋼管本体5と杭先端部材6の軸心を合わせて、杭全体の直線性を保つようにする。そして、溶接棒(不図示)を操作して上方固定部3と下方固定部4の間の部分において鋼管本体5と杭先端部材6を2箇所程度仮付け溶接する。さらに、鋼管本体5と杭先端部材6を仮付け溶接用固定治具1により固定した状態のまま回して上下を入れ替えて、固定部2に設けられた開口部7においても鋼管本体5と杭先端部材6を2箇所程度仮付け溶接する。仮付け溶接完了後、仮付け溶接用固定治具1を取り外し、鋼管本体5と杭先端部材6との本溶接を行う。   Next, as shown in FIG. 6, the lower fixing portion 4 is closed, the fixing portion 2 and the lower fixing portion 4 are engaged by the locking portion 11 b and the buckle 12 b, and the pile tip member 6 is fixed, whereby the steel pipe body 5 And the shaft center of the pile tip member 6 are aligned so that the linearity of the entire pile is maintained. And the welding pipe (not shown) is operated, and the steel pipe main body 5 and the pile tip member 6 are tack-welded about two places in the part between the upper fixing | fixed part 3 and the lower fixing | fixed part 4. FIG. Furthermore, the steel pipe main body 5 and the pile tip member 6 are rotated with the fixing jig 1 for tack welding fixed and turned upside down, and the steel pipe main body 5 and the pile tip end are also provided in the opening 7 provided in the fixing portion 2. The member 6 is tack welded at about two places. After the tack welding is completed, the tack welding fixing jig 1 is removed, and the steel pipe main body 5 and the pile tip member 6 are fully welded.

以上の説明から明らかなように、本実施の形態の仮付け溶接用固定治具1によれば、鋼管本体5及び杭先端部材6の片側を押える部分が上方固定部3と下方固定部4の2つに分かれているため、仮付け溶接用固定治具1を鋼管本体5に固定する作業と、杭先端部材6を仮付け溶接用固定治具1により固定する作業をそれぞれ容易に行うことができ、現場溶接にて鋼管本体5と杭先端部材6の軸心を合わせて直線性を保ちながら、鋼管本体5と杭先端部材6を一人で容易に仮付け溶接できる。また、突起9を有しているため、鋼管本体5と杭先端部材6の相向い合う端縁間にルート間隔を確実に確保することができる。   As is clear from the above description, according to the tack welding fixing fixture 1 of the present embodiment, the portions that hold the steel pipe body 5 and the pile tip member 6 on one side are the upper fixing portion 3 and the lower fixing portion 4. Since it is divided into two, the work for fixing the tack welding fixing jig 1 to the steel pipe body 5 and the work for fixing the pile tip member 6 by the tack welding welding jig 1 can be easily performed. The steel pipe main body 5 and the pile tip member 6 can be easily tack-welded by one person alone while maintaining the linearity by aligning the axial centers of the steel pipe main body 5 and the pile tip member 6 by field welding. Moreover, since it has the protrusion 9, a root space | interval can be ensured reliably between the edges which the steel pipe main body 5 and the pile tip member 6 mutually face.

なお、本実施の形態においては、係止爪11aとバックル12aにより固定部2と上方固定部3を係着し、係止爪11bとバックル12bにより固定部2と下方固定部4を係着するものとしたが、固定部2と上方固定部3、固定部2と下方固定部4をそれぞれ係着する構成のものであれば、特にこれに限られるものではない。また、開口部7の位置が杭先端部材6側に寄っており、上方固定部3の方が下方固定部4よりも長いが、鋼管同士を仮付け溶接する場合の仮付け溶接用固定治具1においては、固定部2の中央に開口部7があり、上方固定部3と下方固定部4が同じ長さであってもよい。   In this embodiment, the fixing portion 2 and the upper fixing portion 3 are engaged by the locking claw 11a and the buckle 12a, and the fixing portion 2 and the lower fixing portion 4 are engaged by the locking claw 11b and the buckle 12b. However, the present invention is not limited to this as long as the fixing portion 2 and the upper fixing portion 3 and the fixing portion 2 and the lower fixing portion 4 are respectively engaged. Further, the position of the opening 7 is closer to the pile tip member 6 side, and the upper fixing part 3 is longer than the lower fixing part 4, but the fixing jig for temporary welding in the case where the steel pipes are temporarily welded to each other. 1, there is an opening 7 in the center of the fixing portion 2, and the upper fixing portion 3 and the lower fixing portion 4 may have the same length.

本発明は、2つの鋼管の端縁同士を仮付け溶接する際に、2つの鋼管の端縁を溶接すべき所定のルート間隔をあけて相向い合わせて固定する場合において利用可能である。   INDUSTRIAL APPLICABILITY The present invention can be used in the case where the ends of two steel pipes are tack-welded to each other and the ends of the two steel pipes are fixed to face each other with a predetermined route interval to be welded.

本発明の実施の形態に係る仮付け溶接用固定治具の概略構成を示す斜視図である。It is a perspective view which shows schematic structure of the fixing jig for tack welding which concerns on embodiment of this invention. 仮付け溶接用固定治具を用いて鋼管と杭先端部材を仮付け溶接する手順を示す平面図である。It is a top view which shows the procedure of tack-welding a steel pipe and a pile front-end | tip member using the fixing jig for tack welding. 仮付け溶接用固定治具を用いて鋼管と杭先端部材を仮付け溶接する手順を示す平面図である。It is a top view which shows the procedure of tack-welding a steel pipe and a pile front-end | tip member using the fixing jig for tack welding. 仮付け溶接用固定治具を用いて鋼管と杭先端部材を仮付け溶接する手順を示す平面図である。It is a top view which shows the procedure of tack-welding a steel pipe and a pile front-end | tip member using the fixing jig for tack welding. 仮付け溶接用固定治具を用いて鋼管と杭先端部材を仮付け溶接する手順を示す平面図である。It is a top view which shows the procedure of tack-welding a steel pipe and a pile front-end | tip member using the fixing jig for tack welding. 仮付け溶接用固定治具を用いて鋼管と杭先端部材を仮付け溶接する手順を示す平面図である。It is a top view which shows the procedure of tack-welding a steel pipe and a pile front-end | tip member using the fixing jig for tack welding.

符号の説明Explanation of symbols

1 仮付け溶接用固定治具
2 固定部
3 上方固定部
4 下方固定部
7 開口部
9 突起
10a、10b 丁番
11a、11b 係止爪
12a、12b バックル
DESCRIPTION OF SYMBOLS 1 Fixing jig for tack welding 2 Fixing part 3 Upper fixing part 4 Lower fixing part 7 Opening part 9 Protrusion 10a, 10b Hinge 11a, 11b Locking claw 12a, 12b Buckle

Claims (1)

鋼管本体と短い鋼管に螺旋羽根の加工を施した杭先端部材の2つの鋼管の端縁同士を仮付け溶接する際に、前記2つの鋼管の端縁を溶接すべき所定のルート間隔をあけて相向い合わせてその内側に裏当てリングを挿入して固定する仮付け溶接用固定治具であって、
前記鋼管を内接する内径の略半円筒形状に形成され、前記2つの鋼管の相向い合う端縁を仮付け溶接するための開口部を、前記杭先端部材を固定する側寄りに有するとともに、内側における前記開口部の側方において前記2つの鋼管の溶接すべき所定のルート間隔を保持し且つその内側に前記裏当てリングを挿入できるように鋼管本体の厚さより若干小さい高さの突起を有する固定部と、
該固定部と略同一の内径の略半円筒形状に形成され、前記固定部の開口部の上方部分の長さと略同じ長さを有し、一側において前記固定部の一側縁と開閉自在に連結されるとともに、他側において前記固定部の他側縁と係着することにより、前記鋼管本体の下端部を前記固定部との間で固定する上方固定部と、
前記固定部と略同一の内径の略半円筒形状に形成され、前記上方固定部よりも短く、且つ、前記固定部の開口部よりも下方の部分と略同じ長さで、尚且つ、前記上方固定部に対して前記開口部の高さ寸法と略同間隔をあけて一側において前記固定部の一側縁と開閉自在に連結されるとともに、他側において前記固定部の他側縁と係着することにより、前記杭先端部材の螺旋羽根よりも上方を前記固定部材との間で固定する下方固定部と、を備え、
且つ、前記上方固定部と下方固定部との間の中心を通る中間線と開口部の周方向の中心線とが同一平面内にあることを特徴とする仮付け溶接用固定治具。
When tacking and welding the ends of two steel pipes of a pile tip member in which a spiral blade has been processed on a steel pipe body and a short steel pipe, a predetermined route interval for welding the edges of the two steel pipes is provided. It is a fixing jig for temporary welding that faces each other and inserts a backing ring inside to fix it,
The steel pipe is formed in a substantially semi-cylindrical shape with an inner diameter that inscribes the steel pipe, and has an opening for tack welding the opposing edges of the two steel pipes to the side that fixes the pile tip member , fixed with the two holding a predetermined route distance to be welded of a steel pipe and slightly smaller height than the thickness of the steel pipe pile body so as to be able to insert the said backing ring on the inner protrusions at the side of the opening in And
It is formed in a substantially semi-cylindrical shape having substantially the same inner diameter as the fixed part, has substantially the same length as the length of the upper part of the opening of the fixed part, and can be opened and closed with one side edge of the fixed part on one side. And an upper fixing portion that fixes the lower end portion of the steel pipe main body with the fixing portion by engaging with the other side edge of the fixing portion on the other side,
It is formed in a substantially semi-cylindrical shape having substantially the same inner diameter as the fixed portion, is shorter than the upper fixed portion, is substantially the same length as the portion below the opening portion of the fixed portion, and the upper portion It is connected to one side edge of the fixing part on one side so as to be openable and closable with respect to the fixing part at substantially the same height as the height of the opening, and is engaged with the other side edge of the fixing part on the other side. A lower fixing portion that fixes the upper portion of the pile tip member with the fixing member above the spiral blade of the pile tip member ,
A fixing jig for temporary welding, wherein an intermediate line passing through the center between the upper fixing portion and the lower fixing portion and a center line in the circumferential direction of the opening are in the same plane.
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