JP2019173353A - Steel pipe connecting method and steel pipe dividing method - Google Patents

Steel pipe connecting method and steel pipe dividing method Download PDF

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JP2019173353A
JP2019173353A JP2018061716A JP2018061716A JP2019173353A JP 2019173353 A JP2019173353 A JP 2019173353A JP 2018061716 A JP2018061716 A JP 2018061716A JP 2018061716 A JP2018061716 A JP 2018061716A JP 2019173353 A JP2019173353 A JP 2019173353A
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steel pipe
load transmission
hole
transmission key
joint
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JP7113643B2 (en
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相和 明男
Akio Sowa
明男 相和
昇 天野
Noboru Amano
昇 天野
山本 浩之
Hiroyuki Yamamoto
浩之 山本
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Kubota Corp
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Kubota Corp
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Abstract

To provide a steel pipe connecting method and a steel pipe dividing method capable of reliably performing work on a load transmission key for connecting a shaft-shaped joint and a tubular joint in a retaining state while eliminating the drawbacks of the prior art.SOLUTION: A steel pipe connecting method includes: a holding step for holding a load transmission key 30 in an inward groove 15 by means of a hexagonal head bolt; a fitting step for fitting a tubular joint 10 and a shaft-shaped joint 20; a releasing step for eliminating the holding of the load transmission key 30 by the hexagonal head bolt; a position determining step for determining whether a current position of the load transmission key 30 in a circumferential direction in a key groove 36 is a predetermined position via a through hole 16; an aligning step for moving the load transmission key 30 to the predetermined position via the through hole 16 when the current position is not the predetermined position; and a fixing step for pushing and fixing the load transmission key 30 from a storage position to a straddling position by a fixing member.SELECTED DRAWING: Figure 8

Description

本発明は、鋼管どうしを鋼管軸心方向に連結する鋼管連結方法及び鋼管軸心方向に連結された鋼管どうしを分割する鋼管分割方法に関する。   The present invention relates to a steel pipe connecting method for connecting steel pipes in the direction of the steel pipe axis and a steel pipe dividing method for dividing the steel pipes connected in the direction of the steel pipe axis.

鋼管どうしを鋼管軸心方向に連結する鋼管連結機構の一例として、特許文献1には、柱状体A1,A2(本願発明の鋼管に対応する。)の両端部に設けた両接続部Bの一方を筒部1(本願発明の筒状継手に対応する。)に形成するとともに、他方を筒部1に内嵌可能な軸部2(本願発明の軸状継手に対応する。)に形成して、筒部1の筒部内周面4に、内向き溝部6を形成するとともに、軸部2の軸部外周面10に外向き溝部12を、その軸部外周面10に嵌合した筒部内周面4の前記内向き溝部6に対向するように形成し、互いに対向する内向き溝部6と外向き溝部12とに跨る状態に嵌め込んで、互いに嵌合した隣り合う柱状体A1,A2の筒部1と軸部2とを抜け止め状態に接続する円弧キー18(本願発明の荷重伝達キーに対応する。)を設けた接続機構Sが開示されている。なお、各符号は特許文献1におけるものである。   As an example of a steel pipe coupling mechanism that couples steel pipes in the axial direction of the steel pipe, Patent Document 1 discloses one of both connection portions B provided at both ends of columnar bodies A1 and A2 (corresponding to the steel pipe of the present invention). Is formed on the cylindrical portion 1 (corresponding to the cylindrical joint of the present invention), and the other is formed on the shaft portion 2 (corresponding to the axial joint of the present invention) that can be fitted into the cylindrical portion 1. In addition, an inward groove portion 6 is formed on the cylindrical inner peripheral surface 4 of the cylindrical portion 1, and an outward groove portion 12 is fitted to the axial outer peripheral surface 10 of the axial portion 2 of the cylindrical portion 1. Tubes of adjacent columnar bodies A1 and A2 that are formed so as to face the inward groove portion 6 of the surface 4 and are fitted in a state straddling the inward groove portion 6 and the outward groove portion 12 that face each other, and are fitted to each other. Arc key 18 (corresponding to the load transmission key of the present invention) that connects part 1 and shaft part 2 in a retaining state ) Connection mechanisms S provided is disclosed. Each symbol is as in Patent Document 1.

この接続機構Sにおいて円弧キー18は、セットボルト17を一方向に回転させることによって、内向き溝部6に格納された格納位置から、内向き溝部6と嵌挿部9の外向き溝部12とに跨る跨設位置まで移動させられ、セットボルト17を他方向に回転させることによって、跨設位置から格納位置まで移動させられるように構成されている。   In this connection mechanism S, the arc key 18 rotates the set bolt 17 in one direction from the stored position stored in the inward groove portion 6 to the inward groove portion 6 and the outward groove portion 12 of the fitting insertion portion 9. It is configured to be moved to the straddling position and to be moved from the straddling position to the storage position by rotating the set bolt 17 in the other direction.

特開2000−319874号公報JP 2000-319874 A

ところで、このような接続機構Sによって連結された柱状体A1,A2は、建物支持杭、鋼管杭、鋼管矢板、地滑り抑止用杭、土留め用柱列杭、構造体の柱などの各種用途に使用されるのであるが、円弧キー18には内向き溝部6及び外向き溝部12から柱状体A1,A2の軸心方向や周方向に向けた大きな荷重が作用する。   By the way, the columnar bodies A1 and A2 connected by such a connection mechanism S are used for various purposes such as building support piles, steel pipe piles, steel pipe sheet piles, landslide suppression piles, earth retaining column trains, and structural columns. Although used, a large load is applied to the arc key 18 from the inward groove portion 6 and the outward groove portion 12 in the axial direction and the circumferential direction of the columnar bodies A1 and A2.

その際、内向き溝部6及び外向き溝部12は円弧キー18に対して若干のクリアランスを有することから、円弧キー18は内向き溝部6及び外向き溝部12の中で柱状体A1,A2の軸心方向や周方向に動かされることとなる。   At that time, since the inward groove 6 and the outward groove 12 have a slight clearance with respect to the arc key 18, the arc key 18 is the axis of the columnar bodies A 1 and A 2 in the inward groove 6 and the outward groove 12. It will be moved in the mental direction and circumferential direction.

この動きによってセットボルト17が緩んだり破損したりすると、円弧キー18は内向き溝部6及び外向き溝部12の内部において移動する虞がある。円弧キー18が一旦移動してしまうと、セットボルト17を円弧キー18に再度螺着させることが困難になる。すると、円弧キー18を内向き溝部6に再度格納することが困難となり、筒部1と軸部2との取り外しができなくなる虞があった。   If the set bolt 17 is loosened or damaged by this movement, the arc key 18 may move inside the inward groove 6 and the outward groove 12. Once the arc key 18 moves, it becomes difficult to screw the set bolt 17 to the arc key 18 again. Then, it becomes difficult to store the arc key 18 in the inward groove portion 6 again, and there is a possibility that the cylindrical portion 1 and the shaft portion 2 cannot be detached.

本発明は上記実情に鑑みてなされたものであって、従来技術の欠点を解消しながら、軸状継手と筒状継手とを抜け止め状態に連結する荷重伝達キーに対する作業を確実に行うことができる鋼管連結方法及び鋼管分割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, and it is possible to reliably perform the work on the load transmission key for connecting the shaft joint and the tubular joint in a retaining state while eliminating the drawbacks of the prior art. An object of the present invention is to provide a steel pipe connecting method and a steel pipe dividing method.

上述の目的を達成するための、本発明の鋼管連結方法の特徴構成は、鋼管軸心方向に隣り合わされた鋼管の互いに対向する鋼管端部の一方に設けられる筒状継手と、他方の鋼管端部に設けられ、前記筒状継手に嵌合可能な軸状継手と、前記筒状継手の内周面に周方向に沿って設けられた内向き溝部に格納された格納位置と、前記筒状継手と前記軸状継手とが互いに嵌合させられた状態のときに前記軸状継手の外周面に周方向に沿って前記内向き溝部に対向するよう備えられた外向き溝部と前記内向き溝部とに跨った跨設位置と、に位置変更が可能に配置された荷重伝達キーと、を有する鋼管連結機構によって前記鋼管どうしを前記鋼管軸心方向に連結する鋼管連結方法であって、前記内向き溝部に連通するように前記筒状継手に設けられた貫通孔に筒状継手外周面から挿通させた保持部材によって、前記内向き溝部内に前記荷重伝達キーを保持する保持工程と、前記筒状継手と前記軸状継手とを嵌合させる嵌合工程と、前記保持部材による前記荷重伝達キーの保持を解消する遊離工程と、前記貫通孔を介して、前記内向き溝部と前記外向き溝部とから構成されるキー溝内の周方向における前記荷重伝達キーの現在位置が所定位置であるか否かを判別する位置判別工程と、前記位置判別工程において、前記現在位置が前記所定位置ではないときに、前記貫通孔を介して、前記荷重伝達キーを前記所定位置に移動させる位置合わせ工程と、前記貫通孔に前記筒状継手外周面から挿通させた固定部材によって、前記荷重伝達キーを前記格納位置から前記跨設位置まで押し出し固定する固定工程と、を有する点にある。   In order to achieve the above-mentioned object, the characteristic configuration of the steel pipe coupling method of the present invention is a cylindrical joint provided at one of the steel pipe end portions facing each other of the steel pipes adjacent to each other in the axial direction of the steel pipe, and the other steel pipe end. A shaft-like joint that can be fitted to the cylindrical joint, a storage position that is stored in an inward groove provided along the circumferential direction on the inner peripheral surface of the cylindrical joint, and the cylindrical shape An outward groove and an inward groove provided on the outer circumferential surface of the shaft-like joint so as to face the inward groove along the circumferential direction when the joint and the shaft-like joint are fitted to each other A steel pipe coupling method in which the steel pipes are coupled in the axial direction of the steel pipe by a steel pipe coupling mechanism having a load transmission key disposed so as to be capable of changing the position. A through hole provided in the tubular joint so as to communicate with the direction groove. A holding step of holding the load transmission key in the inward groove by a holding member inserted through the outer surface of the cylindrical joint into the hole, and a fitting step of fitting the cylindrical joint and the shaft-like joint together; The load transmitting key in the circumferential direction in the key groove constituted by the inward groove portion and the outward groove portion through the through hole and the releasing step for releasing the holding of the load transmission key by the holding member In the position determination step for determining whether or not the current position is a predetermined position, and in the position determination step, when the current position is not the predetermined position, the load transmission key is moved through the through hole. Fixing that pushes and fixes the load transmission key from the retracted position to the straddling position by a positioning step of moving to a predetermined position and a fixing member inserted into the through hole from the outer peripheral surface of the cylindrical joint It lies in having a degree, the.

上述のような鋼管連結機構によると、荷重伝達キーを跨設位置に固定する固定部材として、従来技術のセットボルトのように荷重伝達キーに対して螺合させる機構ではなく、例えば荷重伝達キーに対して押圧させるような機構を採用することができるため、従来技術が有していたセットボルトの緩みや破損に伴う欠点が解消できる。   According to the steel pipe coupling mechanism as described above, the fixing member for fixing the load transmission key in the straddling position is not a mechanism that is screwed to the load transmission key like the set bolt of the prior art, for example, the load transmission key. Since a mechanism that presses the lens can be employed, the drawbacks associated with loosening and breakage of the set bolts of the prior art can be solved.

ところで、このような鋼管連結機構を用いた鋼管連結方法においては、保持工程において内向き溝部内に保持されていた荷重伝達キーは、遊離工程によってその保持が解消された状態となるため、キー溝内において、例えば、鋼管に加わる振動等によって、周方向に移動し得る。   By the way, in the steel pipe connection method using such a steel pipe connection mechanism, since the load transmission key held in the inward groove portion in the holding process is in a state in which the holding is canceled by the releasing process, the key groove Inside, it can move in the circumferential direction by, for example, vibration applied to the steel pipe.

荷重伝達キーが、キー溝内の周方向における所定位置ではない位置に移動してしまうと、固定工程において荷重伝達キーを固定部材によって適切に固定できない虞や、固定できたとしても設計どおりの耐荷重が得られない虞がある。なお、所定位置とは、荷重伝達キーのキー溝内の周方向における適切な位置をいう。   If the load transmission key moves to a position that is not a predetermined position in the circumferential direction in the key groove, the load transmission key may not be properly fixed by the fixing member in the fixing process, and even if it is fixed, There is a possibility that a load cannot be obtained. The predetermined position means an appropriate position in the circumferential direction in the key groove of the load transmission key.

そこで、遊離工程のあとに位置判別工程を実行し、荷重伝達キーのキー溝内の周方向における現在位置が所定位置でないときは、位置合わせ工程を実行することによって荷重伝達キーを現在位置から所定位置にまで移動させることができる。これによって固定工程においては、荷重伝達キーは所定の跨設位置において適切に固定されることとなる。   Therefore, a position determination step is executed after the release step, and when the current position in the circumferential direction of the load transmission key in the key groove is not a predetermined position, the load transmission key is determined from the current position by executing the alignment step. It can be moved to a position. As a result, in the fixing step, the load transmission key is appropriately fixed at a predetermined straddling position.

本発明においては、前記位置合わせ工程においては、前記荷重伝達キーが前記所定位置にないときに前記貫通孔から前記キー溝の内部に侵入させた位置合わせ治具が用いられると好適である。   In the present invention, it is preferable that in the alignment step, an alignment jig that is inserted into the key groove from the through hole when the load transmission key is not in the predetermined position is used.

上述の構成によると、位置合わせ治具によって荷重伝達キーをキー溝内の周方向における現在位置から所定位置にまで移動させることができるため、貫通孔を介しての荷重伝達キーの移動作業が容易である。   According to the above configuration, the load transmission key can be moved from the current position in the circumferential direction in the key groove to a predetermined position by the alignment jig, so that the load transmission key can be easily moved through the through hole. It is.

本発明においては、前記位置合わせ工程においては、前記位置合わせ治具を前記荷重伝達キーの表面に接触させた状態で、又は前記位置合わせ治具を前記荷重伝達キーの表面に引っ掛けた状態で、前記位置合わせ治具を移動させることによって、前記荷重伝達キーを移動させると好適である。   In the present invention, in the alignment step, the alignment jig is in contact with the surface of the load transmission key, or the alignment jig is hooked on the surface of the load transmission key. It is preferable that the load transmission key is moved by moving the alignment jig.

位置合わせ治具は、貫通孔に挿通し得る細さを有する棒状の部材の先端部に磁石を取り付けたものや、該先端部に接着性や粘着性を有する部材を取り付けたものや、該先端部に鑢状の部材を取り付けたものであってよく、これを貫通孔からキー溝内へ挿通し、その先端部を荷重伝達キーの表面に接触させた状態で、貫通孔内において鋼管の周方向へずらすように移動させることによって、荷重伝達キーをキー溝内において周方向に移動させることができる。   The alignment jig is a rod-shaped member having a thinness that can be inserted into the through hole, a magnet attached to the tip, a member having an adhesive or adhesive property attached to the tip, or the tip A hook-shaped member may be attached to the part, and this is inserted into the key groove from the through hole, and the tip of the steel pipe is in contact with the surface of the load transmission key. The load transmission key can be moved in the circumferential direction within the key groove by moving the load transmission key so as to shift in the direction.

また、位置合わせ治具は、貫通孔に挿通し得る細さを有する部材、例えば針金のような部材の先端部を鉤状に屈曲させたものであってよく、これを貫通孔からキー溝内へ挿通し、先端部を荷重伝達キーの穴部や角部に引っ掛けた状態で、貫通孔から引き抜くように移動させることによって、荷重伝達キーをキー溝内において周方向に移動させることができる。   Further, the alignment jig may be a member having a thinness that can be inserted into the through hole, for example, a tip of a member such as a wire bent in a hook shape, and this is inserted into the key groove from the through hole. The load transmission key can be moved in the circumferential direction in the keyway by being inserted and inserted and moved so as to be pulled out from the through hole in a state where the tip end is hooked on the hole or corner of the load transmission key.

本発明においては、前記位置合わせ工程においては、前記荷重伝達キーの表面であって、少なくとも前記貫通孔を介して目視することができる表面に備えられた指示表示に基づいて、前記荷重伝達キーを移動させると好適である。   In the present invention, in the positioning step, the load transmission key is placed on the surface of the load transmission key, which is provided on the surface that can be visually observed through at least the through hole. It is preferable to move it.

位置判別工程においては、荷重伝達キーのキー溝内の周方向における現在位置が所定位置であるか否かの判別が貫通孔を介して行われるため、荷重伝達キーがキー溝内の周方向において、どっちの方向にずれているか、及びどれだけの長さがずれているかの判別が容易ではない虞がある。そこで、荷重伝達キーの表面に備えられた指示表示を参考にすることによって、荷重伝達キーの周方向における、ずれの向きや、ずれの長さの把握が容易となるため、位置合わせの作業性が向上する。また、ずれの向きや、ずれの長さを、位置合わせ治具を施工現場において作成する際の参考にすることができる。   In the position determination step, whether or not the current position in the circumferential direction of the load transmission key in the key groove is a predetermined position is determined through the through hole. There is a possibility that it is not easy to determine which direction is shifted and how much the distance is shifted. Therefore, by referring to the indications provided on the surface of the load transmission key, it becomes easy to understand the direction of displacement and the length of the displacement in the circumferential direction of the load transmission key. Will improve. Further, the direction of the shift and the length of the shift can be used as a reference when creating the alignment jig at the construction site.

なお、指示表示とは、貫通孔から目視することができる表示であって、目盛り、数字、文字、図形、記号、荷重伝達キーを移動させるべき方向又は穴部の方向がわかる目印、例えば矢印、色相、彩度、明度等が変化する態様のもの、さらにはこれらいずれかの組み合わせ等、少なくともずれの向き又はずれの長さがわかる表示である。   The indication display is a display that can be seen from the through-hole, and a scale, a number, a letter, a figure, a symbol, a mark that indicates the direction in which the load transmission key should be moved or the direction of the hole, for example, an arrow, It is a display in which at least the direction of deviation or the length of deviation is known, such as a mode in which hue, saturation, brightness, etc. change, or any combination thereof.

本発明においては、前記固定工程においては、前記荷重伝達キーが前記所定位置にあるときに前記貫通孔に対向可能なように前記荷重伝達キーに備えられた穴部に対して、前記固定部材に備えられた基端が前記穴部の直径より大きく、先端が前記穴部の直径より小さい縮径部を、前記先端から挿入させると好適である。   In the present invention, in the fixing step, the fixing member is attached to the hole provided in the load transmission key so as to be able to face the through hole when the load transmission key is in the predetermined position. It is preferable that a reduced diameter portion having a base end provided larger than the diameter of the hole portion and a tip end smaller than the diameter of the hole portion is inserted from the tip end.

筒状継手の外周側から貫通孔に挿通された固定部材によって、荷重伝達キーを格納位置から跨設位置に押し込むことにより、軸状継手と筒状継手とが抜け止め状態に連結される。その際、縮径部は先端から基端までの間において穴部と接触するので、荷重伝達キーはキー溝内において鋼管の周方向、径方向及び軸心方向に対して移動しないように固定される。   By pushing the load transmission key from the retracted position to the straddling position by the fixing member inserted into the through hole from the outer peripheral side of the cylindrical joint, the shaft joint and the cylindrical joint are connected in a retaining state. At that time, since the reduced diameter portion comes into contact with the hole portion from the distal end to the proximal end, the load transmission key is fixed so as not to move in the key groove in the circumferential direction, radial direction and axial direction of the steel pipe. The

本発明においては、前記貫通孔に対する前記固定部材の挿通された現在深さが所定深さであるか否かを判別する深さ判別工程をさらに備えていると好適である。   In the present invention, it is preferable to further include a depth determining step of determining whether or not a current depth through which the fixing member is inserted into the through hole is a predetermined depth.

荷重伝達キーの厚み、キー溝の深さ、固定部材の長さ及び貫通孔の長さはそれぞれ一定であることから、荷重伝達キーがキー溝に適切に固定されているときは、貫通孔に対する固定部材の挿通された深さは一定であるはずである。判別工程によって、固定部材の貫通孔に対して挿通させた現在深さが所定深さであるか否かを判別することによって、固定部材が適切に荷重伝達キーを固定していることの確認が鋼管の外部から容易にできる。   Since the thickness of the load transmission key, the depth of the key groove, the length of the fixing member and the length of the through hole are constant, when the load transmission key is properly fixed to the key groove, The inserted depth of the fixing member should be constant. By determining whether or not the current depth inserted into the through hole of the fixing member is a predetermined depth by the determining step, it is confirmed that the fixing member appropriately fixes the load transmission key. It can be easily done from the outside of the steel pipe.

上述の目的を達成するための、本発明の鋼管分割方法の特徴構成は、鋼管軸心方向に隣り合わされた鋼管の互いに対向する鋼管端部の一方に設けられる筒状継手と、他方の鋼管端部に設けられ、前記筒状継手に嵌合可能な軸状継手と、前記筒状継手の内周面に周方向に沿って設けられた内向き溝部に格納された格納位置と、前記筒状継手と前記軸状継手とが互いに嵌合させられた状態のときに前記軸状継手の外周面に周方向に沿って前記内向き溝部に対向するよう備えられた外向き溝部と前記内向き溝部とに跨った跨設位置と、に位置変更が可能に配置された荷重伝達キーと、を有する鋼管連結機構によって前記鋼管軸心方向に連結された前記鋼管どうしを分割する鋼管分割方法であって、前記内向き溝部に連通するように前記筒状継手に設けられた貫通孔に、筒状継手外周面から挿通されることによって、前記跨設位置に前記荷重伝達キーを固定している固定部材を、前記貫通孔から取り外して前記荷重伝達キーの固定を解除する固定解除工程と、前記貫通孔を介して、前記内向き溝部と前記外向き溝部とから構成されるキー溝内の周方向における前記荷重伝達キーの現在位置が所定位置であるか否かを判別する位置判別工程と、前記位置判別工程において、前記現在位置が前記所定位置ではないときに、前記貫通孔を介して、前記荷重伝達キーを前記所定位置に移動させる位置合わせ工程と、前記貫通孔に前記筒状継手外周面から挿通させた保持部材によって、前記荷重伝達キーを前記跨設位置から前記格納位置まで引き戻し保持する保持工程と、前記筒状継手から前記軸状継手を引き抜く引抜工程と、を有する点にある。   In order to achieve the above-mentioned object, the characteristic configuration of the steel pipe dividing method according to the present invention includes: a tubular joint provided at one of steel pipe end portions facing each other of steel pipes adjacent to each other in the axial direction of the steel pipe; A shaft-like joint that can be fitted to the cylindrical joint, a storage position that is stored in an inward groove provided along the circumferential direction on the inner peripheral surface of the cylindrical joint, and the cylindrical shape An outward groove and an inward groove provided on the outer circumferential surface of the shaft-like joint so as to face the inward groove along the circumferential direction when the joint and the shaft-like joint are fitted to each other A steel pipe splitting method for splitting the steel pipes connected in the axial direction of the steel pipe by a steel pipe connecting mechanism having a straddling position straddling and a load transmission key arranged so that the position can be changed. The cylindrical joint is provided to communicate with the inward groove. The fixing member fixing the load transmission key to the straddling position is removed from the through hole by being inserted into the formed through hole from the outer peripheral surface of the cylindrical joint, and the load transmission key is released from being fixed. Whether or not the current position of the load transmission key in the circumferential direction in the key groove formed by the inward groove portion and the outward groove portion is a predetermined position through the through hole. A position determining step for determining; a position adjusting step for moving the load transmission key to the predetermined position via the through hole when the current position is not the predetermined position in the position determining step; A holding step in which the load transmission key is pulled back from the straddling position to the storage position by a holding member inserted into the hole from the outer peripheral surface of the cylindrical joint; In that it has a drawing step, the pulling out.

固定工程においてキー溝内に固定されていた荷重伝達キーは、固定解除工程によってその固定が解除された状態となるため、キー溝内において、例えば、鋼管に加わる振動等によって、周方向に移動し得る。   Since the load transmission key fixed in the keyway in the fixing process is released in the fixing release process, the load transmission key moves in the circumferential direction by, for example, vibration applied to the steel pipe in the keyway. obtain.

荷重伝達キーが、キー溝内の周方向における所定位置ではない位置に移動してしまうと、保持工程において荷重伝達キーを保持部材によって適切に保持できない虞がある。   If the load transmission key moves to a position that is not a predetermined position in the circumferential direction in the key groove, the load transmission key may not be properly held by the holding member in the holding process.

そこで、固定解除工程のあとに位置判別工程を実行し、荷重伝達キーのキー溝内の周方向における現在位置が所定位置でないときは、位置合わせ工程を実行することによって荷重伝達キーを現在位置から所定位置にまで移動させることができる。これによって保持工程においては、荷重伝達キーは適切に保持されることとなる。   Therefore, the position determination step is executed after the fixing release step, and when the current position in the circumferential direction of the load transmission key in the key groove is not a predetermined position, the load transmission key is moved from the current position by executing the alignment step. It can be moved to a predetermined position. As a result, the load transmission key is appropriately held in the holding step.

鋼管連結機構によって連結された鋼管杭を一部切断して示す説明図Explanatory drawing which cuts and shows the steel pipe pile connected by the steel pipe connection mechanism partially 保持工程及び嵌合工程の説明図Explanatory drawing of holding process and fitting process 保持部材に保持された荷重伝達キーの説明図Explanatory drawing of the load transmission key held by the holding member 保持部材に保持された荷重伝達キーの説明図Explanatory drawing of the load transmission key held by the holding member 遊離工程の説明図Illustration of liberation process 位置判別工程の説明図Explanatory drawing of position discrimination process 荷重伝達キーに備えられた指示表示の説明図Explanatory drawing of the instruction display provided on the load transmission key 位置合わせ工程の説明図Illustration of the alignment process 位置合わせ工程の説明図Illustration of the alignment process 固定工程の側断面図Side sectional view of the fixing process 固定工程の側断面図Side sectional view of the fixing process 固定部材の説明図Illustration of the fixing member 固定部材の脱落防止に係る説明図Explanatory drawing concerning prevention of dropout of fixing member 固定部材の脱落防止に係る説明図Explanatory drawing concerning prevention of dropout of fixing member 固定部材の脱落防止に係る説明図Explanatory drawing concerning prevention of dropout of fixing member 別実施形態による固定部材の説明図Explanatory drawing of the fixing member by another embodiment 別実施形態による固定部材の説明図Explanatory drawing of the fixing member by another embodiment 別実施形態による保持部材の説明図Explanatory drawing of the holding member by another embodiment 別実施形態による保持部材の説明図Explanatory drawing of the holding member by another embodiment

以下に本発明の実施形態を図面に基づいて説明する。
図1には、オーガーで掘削しながら地中に回転圧入して沈設する中掘工法に使用される鋼管杭P(P1,P2)が示されている。
Embodiments of the present invention will be described below with reference to the drawings.
FIG. 1 shows steel pipe piles P (P1, P2) used in a medium excavation method in which a rotary press-fitting into the ground is performed while excavating with an auger.

鋼管杭P(P1,P2)は、スパイラル鋼管等の鋼管S(S1,S2)の一方の端部に筒状継手10が溶接連結されるともに、他方の端部に軸状継手20が溶接連結された円筒体である。   The steel pipe pile P (P1, P2) has a cylindrical joint 10 welded to one end of a steel pipe S (S1, S2) such as a spiral steel pipe, and a shaft joint 20 welded to the other end. Cylinder.

鋼管軸心X方向に隣り合う鋼管杭P(P1,P2)の互いに対向する鋼管S(S1,S2)の鋼管端部どうしは鋼管連結機構Jによって抜け止め状態で、かつ、回り止め状態で連結可能に構成されている。   The steel pipe ends of the steel pipes S (S1, S2) facing each other in the steel pipe piles P (P1, P2) adjacent to each other in the direction X of the steel pipe axis are connected to each other by the steel pipe connecting mechanism J in a non-detaching state and in a non-rotating state. It is configured to be possible.

鋼管連結機構Jは、筒状継手10と、軸状継手20と、荷重伝達キー30と、回転抑止キー40とを備えている。   The steel pipe coupling mechanism J includes a tubular joint 10, a shaft joint 20, a load transmission key 30, and a rotation suppression key 40.

筒状継手10は、鋼製の筒状体を加工することによって作成される。図2に示すように、筒状継手10の下端側に突条11と、周方向に間隔を隔てて複数の筒側切欠凹部12が備えられている。筒状継手10の内周面13の上端側に周溝14が備えられている。   The tubular joint 10 is created by processing a steel tubular body. As shown in FIG. 2, the cylindrical joint 10 is provided with a ridge 11 on the lower end side and a plurality of cylindrical cutout recesses 12 spaced apart in the circumferential direction. A circumferential groove 14 is provided on the upper end side of the inner peripheral surface 13 of the tubular joint 10.

内周面13に、周方向に沿って、二条の内向き溝部15が備えられている。各内向き溝部15は、後述する荷重伝達キー30の厚みより深く構成されている。これにより、図3及び図4に示すように、荷重伝達キー30は、内向き溝部15に内周面13よりも内側に入り込んだ格納位置に格納可能となっている。   Two inward groove portions 15 are provided on the inner peripheral surface 13 along the circumferential direction. Each inward groove 15 is configured deeper than the thickness of a load transmission key 30 described later. As a result, as shown in FIGS. 3 and 4, the load transmission key 30 can be stored in the storage position where the load transmitting key 30 enters the inner groove 13 inside the inner peripheral surface 13.

軸状継手20は、鋼製の筒状体を加工することによって作成される。図2に示すように、軸状継手20の上端側に、筒状継手10に備えられた周溝14に嵌合可能な突条21が備えられている。   The shaft-like joint 20 is created by processing a steel tubular body. As shown in FIG. 2, the upper end side of the shaft-like joint 20 is provided with a protrusion 21 that can be fitted in the circumferential groove 14 provided in the tubular joint 10.

筒状継手10と軸状継手20とが互いに嵌合させられた状態であるときに、筒状継手10に備えられた筒側切欠凹部12と対向する位置に軸側切欠凹部22が備えられている。筒側切欠凹部12と軸側切欠凹部22とによって、後述する回転抑止キー40のキー溝42が構成される。軸側切欠凹部22の中央部分に、回転抑止キー40を該キー溝42に固定するための固定ネジ41を螺着可能な雌ネジ26が備えられている(図1参照)。   When the cylindrical joint 10 and the shaft-shaped joint 20 are fitted to each other, the shaft-side notch recess 22 is provided at a position facing the cylinder-side notch recess 12 provided in the cylindrical joint 10. Yes. The tube-side cutout recess 12 and the shaft-side cutout recess 22 constitute a key groove 42 of a rotation suppression key 40 described later. A female screw 26 to which a fixing screw 41 for fixing the rotation suppression key 40 to the key groove 42 can be screwed is provided at the central portion of the shaft-side notch recess 22 (see FIG. 1).

外周面23は、鋼管軸心X方向の長さが筒状継手10の内周面13の鋼管軸心X方向の長さと略同じで、外径が内周面13に嵌合可能な大きさに構成されている。   The outer peripheral surface 23 has a length in the steel pipe axis X direction that is substantially the same as the length of the inner peripheral surface 13 of the cylindrical joint 10 in the steel pipe axis X direction, and has an outer diameter that can be fitted to the inner peripheral surface 13. It is configured.

外周面23の下端側に、筒状継手10に備えられた突条11が嵌合可能な周溝24が形成されている。   On the lower end side of the outer peripheral surface 23, a circumferential groove 24 into which the protrusion 11 provided in the tubular joint 10 can be fitted is formed.

外周面23に、周方向に沿って、二条の外向き溝部25が、筒状継手10と軸状継手20とが互いに嵌合させられた状態であるときに内向き溝部15に対向するように備えられている。内向き溝部15及び外向き溝部25から本発明に係るキー溝36が構成される。   Two outwardly extending grooves 25 are formed on the outer peripheral surface 23 along the circumferential direction so as to face the inwardly extending grooves 15 when the tubular joint 10 and the shaft-shaped joint 20 are fitted to each other. Is provided. The inward groove portion 15 and the outward groove portion 25 constitute a key groove 36 according to the present invention.

荷重伝達キー30は、筒状継手10と軸状継手20とが互いに嵌合させられた際に、筒状継手10と軸状継手20とを抜け止め状態で連結するための部材である。本実施形態においては、鋼管軸心X周りに六個が設けられている。   The load transmission key 30 is a member for connecting the tubular joint 10 and the shaft joint 20 in a retaining state when the tubular joint 10 and the shaft joint 20 are fitted to each other. In the present embodiment, six pieces are provided around the steel tube axis X.

荷重伝達キー30は、横断面が矩形で、外向き溝部25の底面に対向するキー内周面が該底面と略同じ曲率を有する円弧形状の鋼製部材である(図4参照)。   The load transmission key 30 is an arcuate steel member having a rectangular cross section and an inner circumferential surface of the key facing the bottom surface of the outward groove 25 having substantially the same curvature as the bottom surface (see FIG. 4).

図7に示すように、荷重伝達キー30は、その表面であって、キー溝36内にあるときに少なくとも貫通孔16を介して目視することができる表面に指示表示31が備えられている。   As shown in FIG. 7, the load transmission key 30 is provided with an instruction display 31 on the surface of the load transmission key 30 that can be viewed through at least the through-hole 16 when in the key groove 36.

指示表示31とは、貫通孔16から目視することができる表示であって、目盛り、数字、文字、図形、記号、荷重伝達キー30を移動させるべき方向又は穴部の方向がわかる目印、例えば矢印、色相、彩度、明度等が変化する態様のもの、さらにはこれらいずれかの組み合わせ等、少なくともずれの向き又はずれの長さがわかる表示であり、本実施形態においては、穴部32の方向を指し示す矢印が採用されている。   The indication display 31 is a display that can be seen from the through-hole 16, and is a scale, a number, a character, a figure, a symbol, a mark that indicates the direction in which the load transmission key 30 should be moved or the direction of the hole, for example, an arrow , Hue, saturation, brightness, etc., and any combination of these, such as a display showing at least the direction of the shift or the length of the shift. In this embodiment, the direction of the hole 32 An arrow pointing to is adopted.

後述する固定部材51により、荷重伝達キー30が、内向き溝部15に格納された格納位置から、互いに対向する内向き溝部15と外向き溝部25とに跨った跨設位置に押し込まれることによって、筒状継手10と軸状継手20とが抜け止め状態で連結される。また、後述する六角ボルト50により、荷重伝達キー30は、跨設位置から格納位置に引き戻されることによって、筒状継手10と軸状継手20との連結が解除される。   By the fixing member 51 described later, the load transmission key 30 is pushed from the storage position stored in the inward groove portion 15 to the straddling position straddling the inward groove portion 15 and the outward groove portion 25 facing each other, The cylindrical joint 10 and the shaft-shaped joint 20 are connected in a retaining state. Further, the load transmission key 30 is pulled back from the straddling position to the retracted position by a hexagon bolt 50 described later, thereby releasing the connection between the tubular joint 10 and the shaft joint 20.

外向き溝部25の溝深さは、荷重伝達キー30の鋼管杭P(P1,P2)の径方向に沿う厚みの略半分になるように構成され、荷重伝達キー30が跨設位置にあるときに、荷重伝達キー30は、内向き溝部15と外向き溝部25とに略均等に跨るように配置される。   The groove depth of the outward groove portion 25 is configured to be approximately half the thickness along the radial direction of the steel pipe pile P (P1, P2) of the load transmission key 30, and when the load transmission key 30 is in the straddling position In addition, the load transmission key 30 is disposed so as to straddle the inward groove portion 15 and the outward groove portion 25 substantially evenly.

図3に示すように、筒状継手10に、その外周面から内向き溝部15内に連通する断面円形の貫通孔16が、荷重伝達キー30ごとに対応して周方向に等間隔を隔てた六箇所に設けられている。貫通孔16の内周面に、後述する固定部材51に備えられた雄ネジ52(図12参照)を螺合可能な雌ネジ18が備えられている(図3参照)。   As shown in FIG. 3, through-holes 16 having a circular cross section communicating with the inside of the inward groove portion 15 from the outer peripheral surface of the cylindrical joint 10 are equally spaced in the circumferential direction corresponding to each load transmission key 30. It is provided at six locations. A female screw 18 (see FIG. 3) capable of screwing a male screw 52 (see FIG. 12) provided in the fixing member 51 described later is provided on the inner peripheral surface of the through hole 16.

図8に示すように、荷重伝達キー30の長手方向かつ高さ方向の中央位置には厚み方向に貫通する穴部32が穿設されている。該穴部32に、座ぐり33と雌ネジ34が備えられている。   As shown in FIG. 8, a hole 32 that penetrates in the thickness direction is formed at the center position in the longitudinal direction and the height direction of the load transmission key 30. A counterbore 33 and an internal thread 34 are provided in the hole 32.

図3に示すように、荷重伝達キー30が、穴部32が貫通孔16に対向する位置となるように内向き溝部15に配置された際に、貫通孔16に遊挿された六角ボルト50を、荷重伝達キー30の雌ネジ34に螺合させることにより、荷重伝達キー30は格納位置に保持される。本実施形態における六角ボルト50が、本発明に係る保持部材である。   As shown in FIG. 3, the hexagon bolt 50 loosely inserted into the through hole 16 when the load transmission key 30 is disposed in the inward groove portion 15 so that the hole portion 32 faces the through hole 16. Is screwed into the female screw 34 of the load transmission key 30 to hold the load transmission key 30 in the retracted position. The hexagon bolt 50 in this embodiment is a holding member according to the present invention.

また、跨設位置に位置する荷重伝達キー30の雌ネジ34に、貫通孔16を介して遊挿された六角ボルト50を螺合させることで、荷重伝達キー30を格納位置に引き戻すこともできる。   In addition, the load transmission key 30 can be pulled back to the retracted position by screwing the hexagon bolt 50 loosely inserted through the through hole 16 into the female screw 34 of the load transmission key 30 located at the straddling position. .

図12に示すように、貫通孔16に取り付けることができる固定部材51は、円柱状の胴部の周囲に貫通孔16の雌ネジ18に螺合可能な雄ネジ52が備えられ、固定部材51の胴部の一端側に円錐部53が備えられ、他端側に貫通孔16に螺合させた固定部材51を螺進させるための六角レンチ等の工具が嵌合可能な穴部54が備えられている。なお、固定部材51の長さは、荷重伝達キー30を跨設位置に押し込んだ状態であるときに、筒状継手10の外周面から突出しない長さに構成されている。   As shown in FIG. 12, the fixing member 51 that can be attached to the through hole 16 is provided with a male screw 52 that can be screwed into the female screw 18 of the through hole 16 around the cylindrical body portion. A conical portion 53 is provided on one end side of the body portion, and a hole portion 54 into which a tool such as a hexagon wrench for screwing the fixing member 51 screwed into the through hole 16 can be fitted is provided on the other end side. It has been. Note that the length of the fixing member 51 is configured so as not to protrude from the outer peripheral surface of the cylindrical joint 10 when the load transmission key 30 is pushed into the straddling position.

円錐部53は、前記胴部の一端側に連なる基端が穴部32の直径より大きく、先端が穴部32の直径より小さく構成され、先端が雌ネジ34に挿入されるが、その円錐面は雌ネジ34に接触することなく、荷重伝達キー30の表面と座ぐり33の内周面との境界周縁部35と接触する。このため、荷重伝達キー30に、内向き溝部15及び外向き溝部25から鋼管軸心X方向や周方向の大きな荷重が作用したとしても、雌ネジ34は破損することはなく、六角ボルト50の螺合が可能なままである。したがって、鋼管杭P(P1,P2)の連結の解除が不可能とならない。   The conical portion 53 is configured such that a base end connected to one end side of the body portion is larger than a diameter of the hole portion 32, a distal end is smaller than a diameter of the hole portion 32, and the distal end is inserted into the female screw 34. Does not contact the female screw 34, but contacts the boundary peripheral edge 35 between the surface of the load transmission key 30 and the inner peripheral surface of the spot facing 33. For this reason, even if a large load in the steel tube axis X direction or the circumferential direction acts on the load transmission key 30 from the inward groove portion 15 and the outward groove portion 25, the female screw 34 is not damaged, and the hexagon bolt 50 Screwing remains possible. Therefore, the connection of the steel pipe pile P (P1, P2) cannot be released.

本実施形態における円錐部53が本発明に係る縮径部であり、固定部材51を貫通孔16に螺合させたときに、荷重伝達キー30の穴部32に挿入可能かつ雌ネジ34に螺合不可能に構成され、荷重伝達キー30は鋼管の周方向、径方向及び軸心方向に移動することを係止する。   The conical portion 53 in the present embodiment is a reduced diameter portion according to the present invention, and can be inserted into the hole 32 of the load transmission key 30 and screwed into the female screw 34 when the fixing member 51 is screwed into the through hole 16. The load transmission key 30 is locked to move in the circumferential direction, radial direction, and axial direction of the steel pipe.

図5に示すように、筒状継手10と軸状継手20とを嵌合させたあと、六角ボルト50を荷重伝達キー30から取り外し、図10から図12に示すように、固定部材51を貫通孔16の雌ネジ18に浅く螺合し穴部54に工具を嵌合させ、固定部材51を螺進させることによって、円錐部53が境界周縁部35に接触し、荷重伝達キー30が格納位置から跨設位置に押し込まれる。このとき、荷重伝達キー30は、跨設位置に固定されるとともに、周方向に移動することが係止される。   As shown in FIG. 5, after fitting the tubular joint 10 and the shaft joint 20, the hexagon bolt 50 is removed from the load transmission key 30, and the fixing member 51 is penetrated as shown in FIGS. 10 to 12. When the screw is shallowly engaged with the female screw 18 of the hole 16, a tool is fitted into the hole portion 54, and the fixing member 51 is screwed, the conical portion 53 comes into contact with the boundary peripheral edge portion 35, and the load transmission key 30 is in the retracted position. Is pushed into the straddling position. At this time, the load transmission key 30 is fixed at the straddling position and is locked to move in the circumferential direction.

なお、貫通孔16には、筒状継手10の外周面に近いところに、周溝17が形成されている。この周溝17には、穴用のスナップリング19が取り付け自在となっている。図13から図15に示すように、周溝17に取り付けたスナップリング19によって、鋼管杭P(P1,P2)の埋設作業時の振動等によって、固定部材51が回転したとしても、固定部材51が貫通孔16から脱落することが防止され、荷重伝達キー30は跨設位置に維持されるため、筒状継手10と軸状継手20との連結が解除されてしまう虞はない。   Note that a circumferential groove 17 is formed in the through hole 16 at a location close to the outer peripheral surface of the tubular joint 10. A snap ring 19 for a hole can be attached to the circumferential groove 17. As shown in FIGS. 13 to 15, even if the fixing member 51 is rotated by the snap ring 19 attached to the circumferential groove 17 due to vibration or the like during the embedding operation of the steel pipe pile P (P1, P2), the fixing member 51 Is prevented from falling out of the through hole 16 and the load transmission key 30 is maintained at the straddling position, so that there is no possibility that the connection between the tubular joint 10 and the shaft joint 20 is released.

回転抑止キー40について説明する。図1に示すように、回転抑止キー40は、筒状継手10と軸状継手20とを回り止め状態で連結するための部材であり、互いに対向する筒側切欠凹部12及び軸側切欠凹部22により構成されるキー溝42に対応した形状に構成されている。   The rotation suppression key 40 will be described. As shown in FIG. 1, the rotation suppression key 40 is a member for connecting the cylindrical joint 10 and the shaft-shaped joint 20 in a non-rotating state, and the cylinder-side notch recess 12 and the shaft-side notch recess 22 that face each other. It is comprised in the shape corresponding to the keyway 42 comprised by these.

筒状継手10と軸状継手20とが互いに嵌合させられた状態であるときに、回転抑止キー40を筒側切欠凹部12と軸側切欠凹部22(図2参照)とに亘って跨設することで、互いに連結した鋼管杭P(P1,P2)どうしの相対回転が防止される。回転抑止キー40は、固定ネジ41により軸状継手20に固定される。   When the cylindrical joint 10 and the shaft-shaped joint 20 are in a state of being fitted to each other, the rotation suppression key 40 is straddled across the cylinder-side notch recess 12 and the shaft-side notch recess 22 (see FIG. 2). By doing so, the relative rotation of the steel pipe piles P (P1, P2) connected to each other is prevented. The rotation suppression key 40 is fixed to the shaft joint 20 by a fixing screw 41.

以上のように構成された鋼管連結機構Jについて、本発明に係る鋼管連結方法及び鋼管分割方法について説明する。以下の説明では、先に埋め込まれた鋼管杭P2の軸状継手20に対して、鋼管杭P1の筒状継手10を連結する場合及び分割する場合について説明する。   The steel pipe connecting mechanism J configured as described above will be described with respect to the steel pipe connecting method and the steel pipe dividing method according to the present invention. The following description demonstrates the case where the cylindrical joint 10 of the steel pipe pile P1 is connected with respect to the axial joint 20 of the steel pipe pile P2 embedded previously, and the case where it divides | segments.

図2に示すように、鋼管杭P1と鋼管杭P2とを連結するにあたり、各貫通孔16に挿通させた六角ボルト50によって各荷重伝達キー30を、鋼管杭P1の筒状継手10に設けられた内向き溝部15内に保持する(保持工程)。鋼管杭P1を、筒状継手10を下向きにして、クレーンで吊り上げ、鋼管杭P2の軸状継手20の上に移動させる。なお、これに前後して、鋼管杭P2の軸状継手20に設けられている軸側切欠凹部22に、固定ネジ41によって回転抑止キー40を取り付けておく。   As shown in FIG. 2, in connecting the steel pipe pile P1 and the steel pipe pile P2, each load transmission key 30 is provided in the cylindrical joint 10 of the steel pipe pile P1 by the hexagon bolt 50 inserted through each through hole 16. It holds in the inward groove part 15 (holding process). The steel pipe pile P1 is lifted with a crane with the tubular joint 10 facing downward, and moved onto the shaft joint 20 of the steel pipe pile P2. Before and after this, the rotation suppression key 40 is attached to the shaft-side cutout recess 22 provided in the shaft-shaped joint 20 of the steel pipe pile P2 by the fixing screw 41.

ついで、鋼管杭P1を降ろして、筒状継手10と軸状継手20とを嵌合させる(嵌合工程)。なお、鋼管杭P1を降ろす際には、鋼管杭P1を適宜回転させて、筒側切欠凹部12に、軸側切欠凹部22に取り付けられている回転抑止キー40が嵌まるようにする。   Next, the steel pipe pile P1 is lowered and the tubular joint 10 and the shaft-shaped joint 20 are fitted (fitting process). When the steel pipe pile P1 is lowered, the steel pipe pile P1 is appropriately rotated so that the rotation-suppressing key 40 attached to the shaft-side cutout recess 22 is fitted into the cylinder-side cutout recess 12.

そして、図5に示すように、筒状継手10から六角ボルト50を取り外し、六角ボルト50による荷重伝達キー30の保持を解消する(遊離工程)。   And as shown in FIG. 5, the hexagon bolt 50 is removed from the cylindrical joint 10, and holding | maintenance of the load transmission key 30 by the hexagon bolt 50 is canceled (release process).

図6に示すように、貫通孔16を介して、内向き溝部15と外向き溝部25とから構成されるキー溝内の周方向における荷重伝達キー30の現在位置が所定位置であるか否かを判別する(位置判別工程)。   As shown in FIG. 6, whether or not the current position of the load transmitting key 30 in the circumferential direction in the key groove formed by the inward groove portion 15 and the outward groove portion 25 is a predetermined position via the through hole 16. Is determined (position determination step).

位置判別工程において、荷重伝達キー30の現在位置が所定位置ではないとき、すなわち貫通孔16から荷重伝達キー30を目視して、穴部32の軸心が貫通孔16の軸心とずれているときには、貫通孔16を介して、荷重伝達キー30を所定位置に移動させる(位置合わせ工程)。   In the position determination step, when the current position of the load transmission key 30 is not a predetermined position, that is, when the load transmission key 30 is visually observed from the through hole 16, the axis of the hole 32 is shifted from the axis of the through hole 16. Sometimes, the load transmission key 30 is moved to a predetermined position via the through hole 16 (positioning step).

図8に示すように、位置合わせ工程においては、荷重伝達キー30が所定位置にないときに貫通孔16からキー溝の内部に侵入させた位置合わせ治具38が用いられる。   As shown in FIG. 8, in the alignment step, an alignment jig 38 that is inserted into the key groove from the through hole 16 when the load transmission key 30 is not in a predetermined position is used.

位置合わせ治具38は、貫通孔16に挿通し得る細さを有する棒状の部材の先端部38aに磁石を取り付けたものであり、位置合わせ工程においては、これを貫通孔16からキー溝36内へ挿通し、その先端部を荷重伝達キー30の表面に接触させた状態で、貫通孔16内において鋼管の周方向へずらすように移動させることによって、荷重伝達キー30をキー溝36内において周方向に移動させることができる。   The alignment jig 38 has a magnet attached to a tip end portion 38a of a rod-like member having a thickness that can be inserted into the through hole 16. In the alignment step, the alignment jig 38 is inserted into the key groove 36 from the through hole 16. The load transmission key 30 is circumferentially moved in the key groove 36 by being moved so as to be shifted in the circumferential direction of the steel pipe in the through hole 16 in a state where the tip portion is in contact with the surface of the load transmission key 30. Can be moved in the direction.

なお、位置判別工程において、荷重伝達キー30の現在位置が所定位置にあるときは、位置合わせ工程をすることなく、次の固定工程へと進む。   In the position determination process, when the current position of the load transmission key 30 is at the predetermined position, the process proceeds to the next fixing process without performing the alignment process.

図10から図12に示すように、固定工程においては、貫通孔16に挿通させた固定部材によって、荷重伝達キー30を格納位置から跨設位置まで押し出し固定する。   As shown in FIGS. 10 to 12, in the fixing process, the load transmitting key 30 is pushed and fixed from the storage position to the straddling position by the fixing member inserted through the through hole 16.

そして、貫通孔16に対する固定部材の挿通された現在深さが所定深さであるか否かを判別する(深さ判別工程)。深さ判別工程において、固定部材51の挿通された現在深さが所定深さであれば、鋼管杭P1及び鋼管杭P2が適切に連結されたことになる。なお、現在深さが所定深さでない場合は、固定部材51の取り付け不良や、荷重伝達キー30の位置ずれが発生している可能性があるため、原因を確認して対処する。なお、図13から図15に示すように、貫通孔16の周溝17にスナップリング19を取り付けることによって固定部材51が貫通孔16から脱落することが防止される。以上の手順により、鋼管杭P1及び鋼管杭P2が連結される。   And it is discriminate | determined whether the present depth by which the fixing member was penetrated with respect to the through-hole 16 is predetermined depth (depth discrimination | determination process). In the depth determination step, if the current depth through which the fixing member 51 is inserted is a predetermined depth, the steel pipe pile P1 and the steel pipe pile P2 are appropriately connected. If the current depth is not a predetermined depth, there is a possibility that the fixing member 51 is not properly attached or the load transmission key 30 is misaligned. As shown in FIGS. 13 to 15, the fixing member 51 is prevented from falling off the through hole 16 by attaching the snap ring 19 to the circumferential groove 17 of the through hole 16. The steel pipe pile P1 and the steel pipe pile P2 are connected by the above procedure.

一方、上述のように連結された鋼管杭P1及び鋼管杭P2の分割は以下のように行われる。まず、貫通孔16からスナップリング19を取り外し、固定部材51を取り外し、荷重伝達キー30の固定を解除する(固定解除工程)。次に、上述した鋼管連結方法と同様に、図6に示す位置判別工程及び図8に示す位置合わせ工程を実行する。そして、図3及び図4に示すように、貫通孔16に筒状継手外周面から挿通させた六角ボルト50によって、荷重伝達キー30を跨設位置から格納位置まで引き戻し保持する(保持工程)。最後に、鋼管杭P1を吊り上げて、筒状継手10から軸状継手20を引き抜く(引抜工程)。   On the other hand, the division | segmentation of the steel pipe pile P1 and the steel pipe pile P2 connected as mentioned above is performed as follows. First, the snap ring 19 is removed from the through hole 16, the fixing member 51 is removed, and the load transmission key 30 is released (fixing release step). Next, similarly to the steel pipe connection method described above, the position determination step shown in FIG. 6 and the alignment step shown in FIG. 8 are executed. 3 and 4, the load transmission key 30 is pulled back from the straddling position to the retracted position by the hexagon bolt 50 inserted through the through hole 16 from the outer peripheral surface of the cylindrical joint (holding process). Finally, the steel pipe pile P1 is lifted, and the shaft-like joint 20 is pulled out from the tubular joint 10 (drawing step).

上述した実施形態においては、位置合わせ治具38が、貫通孔16に挿通し得る細さを有する棒状の部材の先端部38aに磁石を取り付けたものである場合について説明したが、これに限らない。例えば、位置合わせ治具38は、貫通孔16に挿通し得る細さを有する棒状の部材の先端部に接着性や粘着性を有する部材を取り付けたものや、該先端部に鑢状の部材を取り付けたものであってよい。このような位置合わせ治具38であっても、これを貫通孔16からキー溝36内へ挿通し、その先端部を荷重伝達キー30の表面に接触させた状態で、貫通孔16内において鋼管の周方向へずらすように移動させることによって、荷重伝達キー30をキー溝内において周方向に移動させることができる。   In the above-described embodiment, the case where the alignment jig 38 has a magnet attached to the distal end portion 38a of a rod-like member having a thinness that can be inserted into the through hole 16 has been described. However, the present invention is not limited to this. . For example, the alignment jig 38 has a stick-like member attached to the tip of a rod-like member that is thin enough to be inserted into the through-hole 16, or a hook-like member attached to the tip. It may be attached. Even such an alignment jig 38 is inserted into the key groove 36 from the through hole 16, and the steel pipe is inserted into the through hole 16 in a state where its tip is in contact with the surface of the load transmission key 30. The load transmission key 30 can be moved in the circumferential direction in the keyway by moving the load transmission key 30 in the circumferential direction.

また、位置合わせ治具38は、図9に示すように、貫通孔16に挿通し得る細さを有する部材、例えば針金のような部材の先端部38aを鉤状に屈曲させたものであってよく、これを貫通孔16からキー溝内へ挿通し、先端部を荷重伝達キーの穴部32や角部に引っ掛けた状態で、貫通孔16から引き抜くように移動させることによって、荷重伝達キー30をキー溝内において周方向に移動させることができる。   Further, as shown in FIG. 9, the alignment jig 38 is formed by bending a tip end portion 38a of a member having a thinness that can be inserted into the through hole 16, for example, a member such as a wire, into a hook shape. The load transmission key 30 is inserted through the through hole 16 into the key groove and moved so as to be pulled out from the through hole 16 with the tip end hooked on the hole 32 or the corner of the load transmission key. Can be moved in the circumferential direction in the keyway.

上述した実施形態においては、縮径部が円錐部53である場合について説明したが、これに限らない。前記縮径部は前記基端から前記先端にかけて一定の割合で徐々に直径が小さくなる必要はなく、球冠を有する球欠部のように、前記基端から前記先端にかけて異なる割合で徐々に直径が小さくなってもよい。この場合は、球欠部の球冠が境界周縁部35と接触する。   In the above-described embodiment, the case where the reduced diameter portion is the conical portion 53 has been described, but the present invention is not limited thereto. The diameter-reduced portion does not need to gradually decrease in diameter from the base end to the tip, and gradually decreases in diameter from the base end to the tip, such as a spherical notch having a spherical crown. May be smaller. In this case, the spherical crown of the ball notch portion contacts the boundary peripheral edge portion 35.

また、上述した実施形態においては、穴部32には座ぐり33が備えられる場合について説明したが、穴部32には皿座ぐりが備えられてもよい。図16に、縮径部が球欠部55であり、穴部32に皿座ぐり37が備えられている例を示す。この場合は、球欠部55の先端が穴部32に挿入された際に、球欠部55の球冠と皿座ぐり37のテーパ面とが接触する。   In the above-described embodiment, the case where the hole 32 is provided with the counterbore 33 has been described, but the hole 32 may be provided with a counterbore. FIG. 16 shows an example in which the reduced diameter portion is a spherical notch 55 and the counterbore 37 is provided in the hole 32. In this case, when the tip of the spherical notch 55 is inserted into the hole 32, the spherical crown of the spherical notch 55 and the tapered surface of the counterbore 37 come into contact.

また、上述した実施形態においては、縮径部は基端から先端にかけて徐々に直径が小さくなる場合について説明したが、これに限らない。縮径部は基端から先端にかけて途中で段階的に直径が小さくなる小径部から構成されてもよい。   In the above-described embodiment, the case where the diameter of the reduced diameter portion gradually decreases from the proximal end to the distal end has been described, but the present invention is not limited thereto. The reduced diameter portion may be formed of a small diameter portion whose diameter gradually decreases in the middle from the proximal end to the distal end.

図17に、縮径部が小径部56であり、小径部56の先端が穴部32に挿入された際に、小径部56の外周面と座ぐり33の内周面とが接触する例を示す。なお、穴部32には、座ぐり33に替えて、図16に示すような、皿座ぐり37が備えられてもよい。この場合は、小径部56の先端が穴部32に挿入された際に、小径部56の先端周縁部と皿座ぐり37のテーパ面とが接触する。   In FIG. 17, an example in which the reduced diameter portion is the small diameter portion 56 and the outer peripheral surface of the small diameter portion 56 and the inner peripheral surface of the spot facing 33 come into contact when the tip of the small diameter portion 56 is inserted into the hole 32. Show. The hole portion 32 may be provided with a counterbore 37 as shown in FIG. 16 instead of the counterbore 33. In this case, when the distal end of the small diameter portion 56 is inserted into the hole portion 32, the peripheral edge portion of the distal end of the small diameter portion 56 and the tapered surface of the counterbore 37 are in contact with each other.

上述した実施形態においては、保持部材が六角ボルト50である場合について説明したが、保持部材は六角ボルト50に限らない。保持部材は、例えば、図18に示すように、通常のボルトにくらべてその頭部の高さが低いボルト、いわゆる、極低頭六角穴付ボルト60であってもよい。なお、図18において図3における構成と同様の構成については同じ符号を付している。   In the above-described embodiment, the case where the holding member is the hexagon bolt 50 has been described, but the holding member is not limited to the hexagon bolt 50. For example, as shown in FIG. 18, the holding member may be a so-called very low-head hexagon socket head bolt 60 that has a lower head than a normal bolt. In FIG. 18, the same components as those in FIG. 3 are denoted by the same reference numerals.

このとき、極低頭六角穴付ボルト60の頭部の直径を、貫通孔16のうち雌ネジ18が形成されている部分の内径よりも大きく、貫通孔16のうち周溝17が形成されている部分の内径よりも小さく設定する、すなわち貫通孔16のうち雌ネジ18が形成されている部分の内径を極低頭六角穴付ボルト60の頭部の直径よりも小さく設定するとともに、貫通孔16のうち周溝17が形成されている部分の内径を極低頭六角穴付ボルト60の頭部の直径よりも大きく設定することによって、荷重伝達キー30に螺合された極低頭六角穴付ボルト60の頭部が、貫通孔16のうち雌ネジ18が形成されている部分と貫通孔16のうち周溝17が形成されている部分との境界部に接触する。   At this time, the diameter of the head of the ultra low-head hexagon socket head cap screw 60 is larger than the inner diameter of the portion of the through hole 16 where the female screw 18 is formed, and the peripheral groove 17 of the through hole 16 is formed. The inner diameter of the portion of the through-hole 16 where the female screw 18 is formed is set smaller than the diameter of the head of the ultra-low-head hexagon socket head bolt 60 and the through-hole. 16 by setting the inner diameter of the portion in which the circumferential groove 17 is formed to be larger than the diameter of the head of the ultra-low-head hexagon socket head bolt 60, the ultra-low-head hexagon socket screwed into the load transmission key 30 The head of the attached bolt 60 comes into contact with the boundary between the portion of the through hole 16 where the female screw 18 is formed and the portion of the through hole 16 where the circumferential groove 17 is formed.

荷重伝達キー30が、穴部32が貫通孔16に対向する位置となるように内向き溝部15に配置された際に、極低頭六角穴付ボルト60を貫通孔16に遊挿し、荷重伝達キー30の雌ネジ34に螺合させることにより、荷重伝達キー30を格納位置に保持することができる。   When the load transmission key 30 is disposed in the inward groove portion 15 so that the hole portion 32 faces the through hole 16, the very low head hexagon socket head bolt 60 is loosely inserted into the through hole 16 to transmit the load. The load transmission key 30 can be held in the retracted position by being screwed into the female screw 34 of the key 30.

このとき、極低頭六角穴付ボルト60は、その軸部が適当な長さであるとともに、その頭部が貫通孔16に収まる適当な高さものを用いる、すなわち筒状継手10の表面から貫通孔16のうち周溝17が形成されている部分まで深さを、該頭部の高さよりも深く設定することによって、荷重伝達キー30の雌ネジ34に螺合させた際に、該頭部が筒状継手10の表面から外に突出しない。   At this time, the extremely low head hexagon socket head cap screw 60 has an appropriate length for the shaft portion and an appropriate height that allows the head portion to fit in the through hole 16, that is, from the surface of the cylindrical joint 10. By setting the depth of the through-hole 16 to the portion where the circumferential groove 17 is formed, the depth is set to be deeper than the height of the head, so that the head is screwed into the female screw 34 of the load transmission key 30. The portion does not protrude outward from the surface of the cylindrical joint 10.

また、保持部材は、図19に示すように、六角穴付皿ボルト70であってもよい。なお、図19において図3における構成と同様の構成については同じ符号を付している。   Further, the holding member may be a hexagon socket countersunk bolt 70 as shown in FIG. In FIG. 19, the same components as those in FIG. 3 are denoted by the same reference numerals.

このとき、六角穴付皿ボルト70の頭部の直径を、貫通孔16のうち雌ネジ18が形成されている部分の内径よりも大きく、貫通孔16のうち周溝17が形成されている部分の内径よりも小さく設定する、すなわち貫通孔16のうち雌ネジ18が形成されている部分の内径を六角穴付皿ボルト70の頭部の直径よりも小さく設定するとともに、貫通孔16のうち周溝17が形成されている部分の内径を六角穴付皿ボルト70の頭部の直径よりも大きく設定することによって、荷重伝達キー30に螺合された六角穴付皿ボルト70の頭部が、貫通孔16のうち雌ネジ18が形成されている部分と貫通孔16のうち周溝17が形成されている部分との境界部に接触する。   At this time, the diameter of the head of the countersunk bolt 70 with a hexagonal hole is larger than the inner diameter of the portion of the through hole 16 where the female screw 18 is formed, and the portion of the through hole 16 where the circumferential groove 17 is formed. The inner diameter of the portion of the through-hole 16 where the female screw 18 is formed is set smaller than the diameter of the head of the hexagon socket countersunk bolt 70, By setting the inner diameter of the portion where the groove 17 is formed to be larger than the diameter of the head of the hexagon socket countersunk bolt 70, the head of the hexagon socket countersunk bolt 70 screwed into the load transmission key 30 is It contacts the boundary portion between the portion of the through hole 16 where the female screw 18 is formed and the portion of the through hole 16 where the circumferential groove 17 is formed.

荷重伝達キー30が、穴部32が貫通孔16に対向する位置となるように内向き溝部15に配置された際に、六角穴付皿ボルト70を貫通孔16に遊挿し、荷重伝達キー30の雌ネジ34に螺合させることにより、荷重伝達キー30を格納位置に保持することができる。   When the load transmission key 30 is disposed in the inward groove portion 15 so that the hole portion 32 faces the through hole 16, the hexagon socket countersunk bolt 70 is loosely inserted into the through hole 16. The load transmission key 30 can be held in the retracted position by being screwed into the female screw 34.

このとき、六角穴付皿ボルト70は、その軸部が適当な長さであるとともに、その頭部が貫通孔16に収まる適当な高さのものを用いることによって、すなわち筒状継手10の表面から貫通孔16のうち周溝17が形成されている部分まで深さを、該頭部のうち、雌ネジ18の内径より大径の部分の高さよりも深く設定することによって、荷重伝達キー30の雌ネジ34に螺合させた際に、該頭部が筒状継手10の表面から外に突出しない。   At this time, the countersunk bolt 70 with a hexagonal hole has an appropriate length at its shaft portion and an appropriate height that allows its head portion to fit in the through hole 16, that is, the surface of the cylindrical joint 10. By setting the depth from the through hole 16 to the portion where the circumferential groove 17 is formed, the load transmission key 30 is set deeper than the height of the portion of the head that is larger than the inner diameter of the female screw 18. The head does not protrude from the surface of the cylindrical joint 10 when the female screw 34 is screwed.

上述した実施形態においては、荷重伝達キー30の長手方向かつ高さ方向の中央位置には厚み方向に貫通する穴部32は、座ぐり33と雌ネジ34とから構成されている場合について説明したが、これに限らない。穴部32は、荷重伝達キー30を貫通しない窪みであってもよいし、座ぐり33を備えていなくてもよいし、雌ネジ34が備えられていなくてもよい。   In the above-described embodiment, the case where the hole portion 32 penetrating in the thickness direction at the center position in the longitudinal direction and the height direction of the load transmission key 30 is constituted by the counterbore 33 and the female screw 34 has been described. However, it is not limited to this. The hole 32 may be a recess that does not penetrate the load transmission key 30, the counterbore 33 may not be provided, and the female screw 34 may not be provided.

上述した実施形態においては、荷重伝達キー30を格納位置に保持する保持部材が六角ボルト50である場合について説明したが、これに限らない。保持部材は、荷重伝達キー30の雌ネジ34に螺合する寸切りボルトと、貫通孔16の外側から寸切りボルトに螺合するナットとから構成されてもよい。この場合は、寸切りボルトの一端を荷重伝達キー30に螺合させたまま、他端からナットを緩める又は取り外すことにより、筒状継手の外周面側から荷重伝達キー30を格納位置から跨設位置へと押し込み操作することが可能となる。   In the above-described embodiment, the case where the holding member that holds the load transmission key 30 in the storage position is the hexagon bolt 50 has been described, but the present invention is not limited thereto. The holding member may be composed of a dimension bolt that is screwed to the female screw 34 of the load transmission key 30 and a nut that is threaded to the dimension bolt from the outside of the through hole 16. In this case, the load transmission key 30 is extended from the storage position from the outer peripheral surface side of the cylindrical joint by loosening or removing the nut from the other end while one end of the dimensioning bolt is screwed to the load transmission key 30. It becomes possible to push in to the position.

また、鋼管連結機構Jは、筒状継手10の外周側から、貫通孔16を通して、適当なロッドなどで格納位置の荷重伝達キー30を跨設位置に押し込み操作可能に構成されていてもよい。   Further, the steel pipe coupling mechanism J may be configured to be able to push the load transmission key 30 at the retracted position into the straddling position with an appropriate rod or the like through the through hole 16 from the outer peripheral side of the tubular joint 10.

さらに、鋼管連結機構Jは、貫通孔16に螺合したプラグなどで、荷重伝達キー30を跨設位置に固定可能な固定手段を固定解除自在に設けてあってもよい。   Further, the steel pipe coupling mechanism J may be provided with a fixing means capable of fixing the load transmission key 30 in the straddling position by a plug or the like screwed into the through hole 16 so as to be unfixable.

鋼管連結機構Jによって連結された鋼管杭P(P1,P2)は、建物支持杭、地滑り抑止用杭、鋼管矢板などの土留め用柱列杭、仕切壁、護岸壁、構造体の柱などの各種用途に使用することができ、中掘工法の他、打撃を加えて行う打込み工法や、既設の掘削孔に挿入するプレボーリング工法、あるいはソイルセメントを造成しながら回転埋設するソイルセメント合成杭工法、あるいは単に回転して圧入(埋設)する回転埋設杭工法等を使用して沈設できる。鋼管の打込みに回転を伴はない工法であるときは、鋼管連結機構に回転抑止キー40を備えていてなくてもよい。   Steel pipe piles P (P1, P2) connected by the steel pipe connection mechanism J include building support piles, landslide prevention piles, column piles for earth retaining such as steel pipe sheet piles, partition walls, revetment walls, structural columns, etc. Can be used for various purposes, in addition to the medium digging method, a driving method that is performed by striking, a pre-boring method that is inserted into an existing excavation hole, or a soil cement synthetic pile method that is rotated and embedded while building a soil cement Alternatively, it can be submerged using a rotary buried pile method or the like that is simply rotated and press-fitted (embedded). When the steel pipe is driven by a method that does not involve rotation, the steel pipe coupling mechanism may not include the rotation suppression key 40.

なお、鋼管連結機構Jは、UO管やベンディング管,遠心鋳造法で鋳造した鋳鋼管などの管端部に、筒状継手10や軸状継手20を設けてあってもよい。   The steel pipe coupling mechanism J may be provided with a cylindrical joint 10 or a shaft-like joint 20 at the end of a pipe such as a UO pipe, a bending pipe, or a cast steel pipe cast by a centrifugal casting method.

上述した実施形態は、いずれも本発明の一例であり、該記載により本発明が限定されるものではなく、各部の具体的構成は本発明の作用効果が奏される範囲で適宜変更設計可能である。   Each of the above-described embodiments is an example of the present invention, and the present invention is not limited by the description. The specific configuration of each part can be appropriately changed and designed within the range where the effects of the present invention are exhibited. is there.

10 :筒状継手
13 :内周面
15 :内向き溝部
16 :貫通孔
18 :雌ネジ
20 :軸状継手
23 :外周面
25 :外向き溝部
30 :荷重伝達キー
31 :指示表示
32 :穴部
36 :キー溝
38 :位置合わせ治具
38a :先端部
50 :六角ボルト(保持部材)
51 :固定部材
52 :雄ネジ
J :鋼管連結機構
P :鋼管杭
S :鋼管
X :鋼管軸心
DESCRIPTION OF SYMBOLS 10: Tubular joint 13: Inner peripheral surface 15: Inward groove part 16: Through-hole 18: Female screw 20: Shaft joint 23: Outer peripheral surface 25: Outward groove part 30: Load transmission key 31: Instruction display 32: Hole 36: Key groove 38: Positioning jig 38a: Tip portion 50: Hexagon bolt (holding member)
51: Fixed member 52: Male screw J: Steel pipe coupling mechanism P: Steel pipe pile S: Steel pipe X: Steel pipe axis

Claims (7)

鋼管軸心方向に隣り合わされた鋼管の互いに対向する鋼管端部の一方に設けられる筒状継手と、他方の鋼管端部に設けられ、前記筒状継手に嵌合可能な軸状継手と、前記筒状継手の内周面に周方向に沿って設けられた内向き溝部に格納された格納位置と、前記筒状継手と前記軸状継手とが互いに嵌合させられた状態のときに前記軸状継手の外周面に周方向に沿って前記内向き溝部に対向するよう備えられた外向き溝部と前記内向き溝部とに跨った跨設位置と、に位置変更が可能に配置された荷重伝達キーと、を有する鋼管連結機構によって前記鋼管どうしを前記鋼管軸心方向に連結する鋼管連結方法であって、
前記内向き溝部に連通するように前記筒状継手に設けられた貫通孔に筒状継手外周面から挿通させた保持部材によって、前記内向き溝部内に前記荷重伝達キーを保持する保持工程と、
前記筒状継手と前記軸状継手とを嵌合させる嵌合工程と、
前記保持部材による前記荷重伝達キーの保持を解消する遊離工程と、
前記貫通孔を介して、前記内向き溝部と前記外向き溝部とから構成されるキー溝内の周方向における前記荷重伝達キーの現在位置が所定位置であるか否かを判別する位置判別工程と、
前記位置判別工程において、前記現在位置が前記所定位置ではないときに、前記貫通孔を介して、前記荷重伝達キーを前記所定位置に移動させる位置合わせ工程と、
前記貫通孔に前記筒状継手外周面から挿通させた固定部材によって、前記荷重伝達キーを前記格納位置から前記跨設位置まで押し出し固定する固定工程と、を有する鋼管連結方法。
A tubular joint provided at one of the steel pipe end portions facing each other of the steel pipes adjacent to each other in the axial direction of the steel pipe; a shaft joint provided at the other steel pipe end portion and engageable with the tubular joint; When the storage position stored in the inward groove provided along the circumferential direction on the inner peripheral surface of the tubular joint and the tubular joint and the shaft joint are fitted to each other, the shaft Load transmission arranged on the outer peripheral surface of the joint in a circumferential direction so as to face the inward groove portion and the straddling position straddling the inward groove portion so that the position can be changed A steel pipe connection method for connecting the steel pipes in the axial direction of the steel pipe by a steel pipe connection mechanism having a key,
A holding step of holding the load transmission key in the inward groove portion by a holding member inserted from a cylindrical joint outer peripheral surface into a through hole provided in the cylindrical joint so as to communicate with the inward groove portion;
A fitting step for fitting the tubular joint and the shaft-shaped joint;
A releasing step for eliminating the holding of the load transmission key by the holding member;
A position determining step for determining whether or not the current position of the load transmitting key in the circumferential direction in the key groove formed by the inward groove portion and the outward groove portion is a predetermined position via the through hole; ,
In the position determination step, when the current position is not the predetermined position, an alignment step of moving the load transmission key to the predetermined position via the through hole;
A steel pipe connecting method comprising: a fixing step of pushing and fixing the load transmission key from the storage position to the straddling position by a fixing member inserted into the through hole from the outer peripheral surface of the cylindrical joint.
前記位置合わせ工程においては、前記荷重伝達キーが前記所定位置にないときに前記貫通孔から前記キー溝の内部に侵入させた位置合わせ治具が用いられる請求項1に記載の鋼管連結方法。   The steel pipe connection method according to claim 1, wherein in the alignment step, an alignment jig that is inserted into the key groove from the through hole when the load transmission key is not in the predetermined position is used. 前記位置合わせ工程においては、前記位置合わせ治具を前記荷重伝達キーの表面に接触させた状態で、又は前記位置合わせ治具を前記荷重伝達キーの表面に引っ掛けた状態で、前記位置合わせ治具を移動させることによって、前記荷重伝達キーを移動させる請求項2に記載の鋼管連結方法。   In the alignment step, the alignment jig is in a state where the alignment jig is in contact with the surface of the load transmission key, or in a state where the alignment jig is hooked on the surface of the load transmission key. The steel pipe connection method according to claim 2, wherein the load transmission key is moved by moving the load. 前記位置合わせ工程においては、前記荷重伝達キーの表面であって、少なくとも前記貫通孔を介して目視することができる表面に備えられた指示表示に基づいて、前記荷重伝達キーを移動させる請求項2又は3に記載の鋼管連結方法。   3. In the positioning step, the load transmission key is moved based on an instruction display provided on a surface of the load transmission key that can be viewed through at least the through hole. Or the steel pipe connection method of 3. 前記固定工程においては、前記荷重伝達キーが前記所定位置にあるときに前記貫通孔に対向可能なように前記荷重伝達キーに備えられた穴部に対して、前記固定部材に備えられた基端が前記穴部の直径より大きく、先端が前記穴部の直径より小さい縮径部を、前記先端から挿入させる請求項1から4のいずれか一項に記載の鋼管連結方法。   In the fixing step, a base end provided in the fixing member with respect to a hole provided in the load transmission key so as to be opposed to the through hole when the load transmission key is in the predetermined position. The steel pipe connection method according to any one of claims 1 to 4, wherein a reduced diameter portion having a diameter larger than the diameter of the hole portion and having a tip smaller than the diameter of the hole portion is inserted from the tip. 前記貫通孔に対する前記固定部材の挿通された現在深さが所定深さであるか否かを判別する深さ判別工程をさらに備えている請求項1から5のいずれか一項に記載の鋼管連結方法。   The steel pipe connection according to any one of claims 1 to 5, further comprising a depth determining step of determining whether or not a current depth through which the fixing member is inserted into the through hole is a predetermined depth. Method. 鋼管軸心方向に隣り合わされた鋼管の互いに対向する鋼管端部の一方に設けられる筒状継手と、他方の鋼管端部に設けられ、前記筒状継手に嵌合可能な軸状継手と、前記筒状継手の内周面に周方向に沿って設けられた内向き溝部に格納された格納位置と、前記筒状継手と前記軸状継手とが互いに嵌合させられた状態のときに前記軸状継手の外周面に周方向に沿って前記内向き溝部に対向するよう備えられた外向き溝部と前記内向き溝部とに跨った跨設位置と、に位置変更が可能に配置された荷重伝達キーと、を有する鋼管連結機構によって前記鋼管軸心方向に連結された前記鋼管どうしを分割する鋼管分割方法であって、
前記内向き溝部に連通するように前記筒状継手に設けられた貫通孔に、筒状継手外周面から挿通されることによって、前記跨設位置に前記荷重伝達キーを固定している固定部材を、前記貫通孔から取り外して前記荷重伝達キーの固定を解除する固定解除工程と、
前記貫通孔を介して、前記内向き溝部と前記外向き溝部とから構成されるキー溝内の周方向における前記荷重伝達キーの現在位置が所定位置であるか否かを判別する位置判別工程と、
前記位置判別工程において、前記現在位置が前記所定位置ではないときに、前記貫通孔を介して、前記荷重伝達キーを前記所定位置に移動させる位置合わせ工程と、
前記貫通孔に前記筒状継手外周面から挿通させた保持部材によって、前記荷重伝達キーを前記跨設位置から前記格納位置まで引き戻し保持する保持工程と、
前記筒状継手から前記軸状継手を引き抜く引抜工程と、を有する鋼管分割方法。
A tubular joint provided at one of the steel pipe end portions facing each other of the steel pipes adjacent to each other in the axial direction of the steel pipe; a shaft joint provided at the other steel pipe end portion and engageable with the tubular joint; When the storage position stored in the inward groove provided along the circumferential direction on the inner peripheral surface of the tubular joint and the tubular joint and the shaft joint are fitted to each other, the shaft Load transmission arranged on the outer peripheral surface of the joint in a circumferential direction so as to face the inward groove portion and the straddling position straddling the inward groove portion so that the position can be changed A steel pipe dividing method for dividing the steel pipes connected in the axial direction of the steel pipe by a steel pipe connecting mechanism having a key,
A fixing member that fixes the load transmission key to the straddling position by being inserted from a cylindrical joint outer peripheral surface into a through-hole provided in the cylindrical joint so as to communicate with the inward groove portion. , A fixing release step for releasing the load transmission key from the through hole, and
A position determining step for determining whether or not the current position of the load transmitting key in the circumferential direction in the key groove formed by the inward groove portion and the outward groove portion is a predetermined position via the through hole; ,
In the position determination step, when the current position is not the predetermined position, an alignment step of moving the load transmission key to the predetermined position via the through hole;
A holding step of pulling and holding the load transmission key from the straddling position to the storage position by a holding member inserted through the through hole from the outer peripheral surface of the cylindrical joint;
A steel pipe dividing method comprising: a drawing step of drawing the shaft-like joint from the tubular joint.
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