JP6996543B2 - Multi-threaded thread joints, steel pipes with joints, structures, construction methods of structures, design methods and manufacturing methods of multi-threaded threaded joints - Google Patents

Multi-threaded thread joints, steel pipes with joints, structures, construction methods of structures, design methods and manufacturing methods of multi-threaded threaded joints Download PDF

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JP6996543B2
JP6996543B2 JP2019212854A JP2019212854A JP6996543B2 JP 6996543 B2 JP6996543 B2 JP 6996543B2 JP 2019212854 A JP2019212854 A JP 2019212854A JP 2019212854 A JP2019212854 A JP 2019212854A JP 6996543 B2 JP6996543 B2 JP 6996543B2
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雄登 大場
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本発明は、2条以上の雄ねじを有する内側継手管と、2条以上の雌ねじを有する外側継手管からなる多条ねじ継手、該多条ねじ継手を取り付けた継手付き鋼管、該継手付き鋼管が複数連結されてなる構造体、構造体の施工方法、及び多条ねじ継手の設計方法及び製造方法に関する。 The present invention includes a multi-threaded joint consisting of an inner joint pipe having two or more male threads and an outer joint pipe having two or more female threads, a steel pipe with a joint to which the multi-threaded joint is attached, and a steel pipe with a joint. The present invention relates to a structure composed of a plurality of connected structures, a method of constructing the structure, and a method of designing and manufacturing a multi-threaded threaded joint.

構造物の基礎や地滑りの抑止などに利用される鋼管による構造体(例えば、鋼管杭、鋼管矢板、鋼管矢板を連結した鋼管矢板壁、鋼管柱、鋼管梁等)は、施工の条件により必要な長さが数十mに及ぶ場合がある。一方、これら鋼管による構造体を施工現場まで搬送する際は、交通制限により長尺のものを搬送できない。そのため、搬送可能な長さである数mづつ運び、施工現場において施工(打設を含む)途中で接合される。 Structures made of steel pipes used for foundations of structures and prevention of landslides (for example, steel pipe piles, steel pipe sheet piles, steel pipe sheet pile walls connecting steel pipe sheet piles, steel pipe columns, steel pipe beams, etc.) are required depending on the construction conditions. The length may reach several tens of meters. On the other hand, when transporting these steel pipe structures to the construction site, it is not possible to transport long structures due to traffic restrictions. Therefore, they are carried in increments of several meters, which is a length that can be transported, and are joined during construction (including casting) at the construction site.

鋼管による構造体を施工現場で接合する方法として、特許文献1に開示されたようなねじ継手が利用される。ねじ継手は接合対象となる鋼管のそれぞれの端部に取り付けられ、施工現場で回転嵌合させることによって鋼管を接合して鋼管による構造体を施工する。 As a method of joining a structure made of steel pipes at a construction site, a threaded joint as disclosed in Patent Document 1 is used. Threaded joints are attached to each end of the steel pipe to be joined, and the steel pipes are joined by rotational fitting at the construction site to construct a structure made of steel pipes.

特許文献1に開示のねじ継手は、ねじ部を多条ねじとすることで、嵌合に必要な回転量を低減させ、嵌合時間の低減や施工性の向上を実現できる。特に、隣接する鋼管同士を連結する連結継手を有する鋼管矢板用の鋼管にねじ継手を適用する場合、連結継手の回転半径内にある他の鋼管矢板が干渉することがあるため、嵌合に必要な回転量を低減することは有効である。 In the threaded joint disclosed in Patent Document 1, by making the threaded portion a multi-threaded screw, the amount of rotation required for fitting can be reduced, the fitting time can be reduced, and the workability can be improved. In particular, when applying a threaded joint to a steel pipe for a steel pipe sheet pile that has a connecting joint that connects adjacent steel pipes, other steel pipe sheet piles within the radius of gyration of the connecting joint may interfere, so it is necessary for fitting. It is effective to reduce the amount of rotation.

特開平10-311028号公報Japanese Unexamined Patent Publication No. 10-31028

ねじ継手を鋼管矢板用の鋼管に適用する場合、上側の鋼管と下側の鋼管の連結継手の位置が、上下の鋼管の嵌合完了時点で同じ位置にある必要がある。この点、多条ねじ継手の場合、ねじ条数分だけねじ山の先端部が存在し、ねじ条数と同数の嵌合開始位置が存在する。このため、嵌合完了時に正しい位置となる嵌合開始位置から嵌合を開始する必要がある。そこで、多条ねじ継手には正しい嵌合開始位置に位置合わせマークが設けられている。 When applying a threaded joint to a steel pipe for a steel pipe sheet pile, the position of the connecting joint of the upper steel pipe and the lower steel pipe must be in the same position when the fitting of the upper and lower steel pipes is completed. In this respect, in the case of a multi-threaded threaded joint, there are as many thread tips as there are threads, and there are as many fitting start positions as there are threads. Therefore, it is necessary to start the fitting from the fitting start position which is the correct position when the fitting is completed. Therefore, the multi-threaded threaded joint is provided with an alignment mark at the correct fitting start position.

ねじ継手を鋼管矢板用の鋼管に適用する場合、位置合わせマークに合わせて嵌合を開始することにより、嵌合完了時に上下の連結継手位置が一致する。
しかし、位置合わせマークを設けても、ヒューマンエラーによる嵌合開始位置の間違いを完全には排除できず、仮に、間違った嵌合開始位置から嵌合が開始されると、嵌合完了時点で上下の連結継手位置が不一致となり、嵌合開始位置が誤りであったことが分かる。
この場合、嵌合完了したものを、再度逆回転して嵌合を外して、嵌合位置合わせを行って再度嵌合することになり、工事の進行を遅らす原因やねじ部の傷つきによる嵌合不良の原因となる。
When the threaded joint is applied to a steel pipe for a steel pipe sheet pile, the upper and lower connecting joint positions are matched when the fitting is completed by starting the fitting according to the alignment mark.
However, even if the alignment mark is provided, the mistake of the fitting start position due to human error cannot be completely eliminated. It can be seen that the connecting joint positions of the above were inconsistent and the fitting start position was incorrect.
In this case, the completed fitting is rotated in the reverse direction again to remove the fitting, the fitting position is aligned, and the fitting is refitted. It causes a defect.

本発明はかかる課題を解決するためになされたものであり、嵌合間違いを排除できる多条ねじ継手、該多条ねじ継手を取り付けた継手付き鋼管、該継手付き鋼管が複数連結されてなる構造体、構造体の施工方法、及び多条ねじ継手の設計方法及び製造方法を提供することを目的としている。 The present invention has been made to solve such a problem, and has a structure in which a multi-threaded screw joint capable of eliminating a fitting error, a steel pipe with a joint to which the multi-threaded screw joint is attached, and a plurality of steel pipes with a joint are connected. It is an object of the present invention to provide a method of constructing a body and a structure, and a method of designing and manufacturing a multi-threaded threaded joint.

(1)本発明に係る多条ねじ継手は、鋼管の端部に取り付けられ、雄ねじを有する内側継手管と雌ねじを有する外側継手管からなり、前記内側継手管及び前記外側継手管のねじが、2条以上の多条ねじである多条ねじ継手であって、
前記内側継手管及び前記外側継手管が備えた、多条ねじのうちの特定の1条分のねじ山及びこれに対応するねじ底は、他のねじ山及びねじ底と、ピッチは同じでねじ形状が異なることを特徴とするものである。
(1) The multi-threaded threaded joint according to the present invention is attached to the end of a steel pipe and is composed of an inner joint pipe having a male thread and an outer joint pipe having a female thread. A multi-threaded joint that is a multi-threaded screw with two or more threads.
The thread of a specific one of the multi-threads and the corresponding thread bottom provided in the inner joint pipe and the outer joint pipe have the same pitch as the other threads and the thread bottom. It is characterized by having different shapes.

(2)また、上記(1)に記載のものにおいて、前記特定の1条分のねじ山及びこれに対応するねじ底は、ねじ山とねじ底の継手軸方向隙間が他のねじ山及びねじ底と同じであることを特徴とするものである。 (2) Further, in the above-mentioned (1), the thread for one specific thread and the corresponding thread bottom have a thread and a thread with a gap in the joint axial direction of the thread bottom of another thread and a thread. It is characterized by being the same as the bottom.

(3)また、上記(1)又は(2)に記載のものにおいて、前記特定の1条分のねじ山及びこれに対応するねじ底は、他のねじ山及びねじ底と、その高さが異なることを特徴とするものである。 (3) Further, in the above-mentioned (1) or (2), the specific one thread and the corresponding thread bottom have the same height as the other thread and the thread bottom. It is characterized by being different.

(4)また、上記(1)又は(2)に記載のものにおいて、前記特定の1条分のねじ山及びこれに対応するねじ底は、他のねじ山及びねじ底と、ねじ幅が異なることを特徴とするものである。 (4) Further, in the above-mentioned (1) or (2), the thread for one specific thread and the corresponding thread bottom have a different thread width from other threads and thread bottoms. It is characterized by that.

(5)また、上記(1)又は(2)に記載のものにおいて、前記特定の1条分のねじ山及びこれに対応するねじ底は、他のねじ山及びねじ底と、ねじ角度が異なることを特徴とするものである。 (5) Further, in the above-mentioned (1) or (2), the thread of the specific one thread and the corresponding thread bottom have a different screw angle from the other threads and the thread bottom. It is characterized by that.

(6)本発明に係る継手付き鋼管は、上記(1)乃至(5)のいずれかに記載の多条ねじ継手における内側継手管と外側継手管を、一端と他端に取り付けてなることを特徴とするものである。 (6) The steel pipe with a joint according to the present invention is formed by attaching the inner joint pipe and the outer joint pipe in the multi-threaded screw joint according to any one of (1) to (5) above to one end and the other end. It is a feature.

(7)本発明に係る構造体は、上記(1)乃至(5)のいずれかに記載の多条ねじ継手と、前記多条ねじ継手で連結された複数の鋼管とを備えることを特徴とするものである。 (7) The structure according to the present invention is characterized by comprising the multi-threaded screw joint according to any one of (1) to (5) above and a plurality of steel pipes connected by the multi-threaded screw joint. It is something to do.

(8)本発明に係る構造体の施工方法、上記(7)に記載の構造体の施工方法であって、連結対象となる継手付き鋼管の一方の回転を拘束した状態で、他方の継手鋼管の多条ねじ継手を前記一方の継手付き鋼管の多条ねじ継手に位置合わせして回転嵌合することを特徴とするものである。 (8) A method for constructing a structure according to the present invention, which is a method for constructing a structure according to (7) above, in which the rotation of one of the steel pipes with a joint to be connected is restrained, and the other joint steel pipe is restrained. It is characterized in that the multi-threaded threaded joint of the above is aligned with the multi-threaded threaded joint of the steel pipe with one of the above and is rotationally fitted.

(9)本発明に係る多条ねじ継手の設計方法は、鋼管の端部に取り付けられ、雄ねじを有する内側継手管と雌ねじを有する外側継手管からなり、前記内側継手管及び前記外側継手管のねじが、2条以上の多条ねじの設計方法であって、
前記内側継手管及び前記外側継手管が備えた、多条ねじのうちの特定の1条分のねじ山及びこれに対応するねじ底は、他のねじ山及びねじ底と、ピッチは同じでねじ形状が異なる形状に設計することを特徴とするものである。
(9) The method for designing a multi-threaded threaded joint according to the present invention comprises an inner joint pipe having a male thread and an outer joint pipe having a female thread attached to the end of a steel pipe, and the inner joint pipe and the outer joint pipe. Screws are a design method for multi-threaded screws with two or more threads.
The thread of a specific one of the multi-threads and the corresponding thread bottom provided in the inner joint pipe and the outer joint pipe have the same pitch as the other threads and the thread bottom. It is characterized in that the shape is designed to have a different shape.

(10)本発明に係る多条ねじ継手の製造方法は、鋼管の端部に取り付けられ、雄ねじを有する内側継手管と雌ねじを有する外側継手管からなり、前記内側継手管及び前記外側継手管のねじが、2条以上の多条ねじである多条ねじ継手の製造方法であって、
前記内側継手管及び前記外側継手管が備えた、多条ねじのうちの特定の1条分のねじ山及びこれに対応するねじ底は、他のねじ山及びねじ底と、ピッチは同じでねじ形状が異なる形状に形成することを特徴とするものである。
(10) The method for manufacturing a multi-threaded threaded joint according to the present invention comprises an inner joint pipe having a male thread and an outer joint pipe having a female thread attached to the end of a steel pipe, and the inner joint pipe and the outer joint pipe. A method for manufacturing a multi-threaded thread joint in which the thread is a multi-threaded thread with two or more threads.
The thread of a specific one of the multi-threads and the corresponding thread bottom provided in the inner joint pipe and the outer joint pipe have the same pitch as the other threads and the thread bottom. It is characterized in that the shapes are formed into different shapes.

本発明に係る多条ねじ継手においては、内側継手管及び前記外側継手管が備えた、多条ねじのうちの特定の1条分のねじ山及びこれに対応するねじ底は、他のねじ山及びねじ底と、ピッチは同じでねじ形状が異なるので、特定の対応するねじ山とねじ底が嵌合可能な状態でないと嵌合することができない。このため、誤嵌合を確実に防止することができる。 In the multi-threaded threaded joint according to the present invention, the thread for a specific one of the multi-threaded threads and the corresponding thread bottom provided in the inner joint pipe and the outer joint pipe are other threads. And since the pitch is the same as that of the thread bottom and the thread shape is different, the thread cannot be fitted unless the specific corresponding thread and the thread bottom are in a matable state. Therefore, misfitting can be reliably prevented.

本実施の形態に係る多条ねじ継手の嵌合前の状態の側面図である。It is a side view of the state before fitting of the multi-threaded screw joint which concerns on this embodiment. 本実施の形態に係る多条ねじ継手の嵌合完了時の状態の側面を内部を透視して示す図である。It is a figure which shows the side surface of the state at the time of completion of fitting of the multi-threaded screw joint which concerns on this embodiment through the inside. 多条ねじ継手が正しい位置で嵌合している状態の一部を拡大して示す図であって、図3(a)はその他のねじ形状の嵌合状態であり、図3(b)は特定の1条のねじ形状の嵌合状態である。FIG. 3 (a) is an enlarged view showing a part of the state in which the multi-threaded threaded joint is fitted in the correct position, FIG. 3 (a) shows the fitted state of other screw shapes, and FIG. 3 (b) shows the fitted state. It is a fitted state of a specific thread shape. 図3に示した多条ねじ継手が誤った位置で嵌合しようとしたときに嵌合できなくなることを説明するための説明図である。It is explanatory drawing for demonstrating that the multi-threaded screw joint shown in FIG. 3 cannot be fitted when it tries to fit at an erroneous position. 8条のねじ継手を上部から見た場合の雄ねじ、雌ねじの嵌合開始位置の概念図である。It is a conceptual diagram of the fitting start position of a male thread and a female thread when 8 thread joints are seen from the upper part. ねじ形状の他の態様1を説明する説明図であって、図6(a)はその他のねじ形状の嵌合状態であり、図6(b)は特定の1条のねじ形状の嵌合状態である。It is explanatory drawing explaining another aspect 1 of a screw shape, FIG. 6 (a) is the fitting state of other screw shapes, and FIG. 6 (b) is the fitting state of the specific 1 thread shape. Is. 図6に示した多条ねじ継手が誤った位置で嵌合しようとしたときに嵌合できなくなることを説明するための説明図である。It is explanatory drawing for demonstrating that the multi-threaded screw joint shown in FIG. 6 cannot be fitted when it tries to fit at an erroneous position. ねじ形状の他の態様2を説明する説明図であって、図8(a)はその他のねじ形状の嵌合状態であり、図8(b)は特定の1条のねじ形状の嵌合状態である。It is explanatory drawing explaining another aspect 2 of a screw shape, FIG. 8 (a) is the fitting state of other screw shapes, and FIG. 8 (b) is the fitting state of the specific 1 thread shape. Is. 図8に示した多条ねじ継手が誤った位置で嵌合しようとしたときに嵌合できなくなることを説明するための説明図である。It is explanatory drawing for demonstrating that the multi-threaded screw joint shown in FIG. 8 cannot be fitted when it tries to fit at an erroneous position.

本実施の形態に係る多条ねじ継手1は、図1、図2に示すように、上側の鋼管3の端部に取り付けられ、雄ねじ5を有する内側継手管7と、下側の鋼管9の端部に取り付けられ、雌ねじ11を有する外側継手管13からなり、内側継手管7及び外側継手管13のねじが、2条以上の多条ねじである多条ねじ継手1であって、内側継手管7及び外側継手管13は、多条ねじのうちの特定の1条分(図1、図2で斜線で示した部分)のねじ山5as、11as及びこれに対応するねじ底11bs、5bsを備える。そして、このねじ山5as、11as及びこれに対応するねじ底11bs、5bsは、他のねじ山5a、11a及びねじ底11b、5bと、ピッチは同じでねじ形状が異なる形状であることを特徴とするものである。 As shown in FIGS. 1 and 2, the multi-threaded threaded joint 1 according to the present embodiment is attached to the end of the upper steel pipe 3 and has an inner joint pipe 7 having a male screw 5 and a lower steel pipe 9. The inner joint pipe 7 and the outer joint pipe 13 are made of an outer joint pipe 13 attached to an end and having a female thread 11, and the threads of the inner joint pipe 7 and the outer joint pipe 13 are a multi-threaded threaded joint 1 which is a multi-threaded thread having two or more threads. The pipe 7 and the outer joint pipe 13 have threads 5as and 11as for a specific one of the multi-threaded threads (parts shown by diagonal lines in FIGS. 1 and 2) and corresponding thread bottoms 11bs and 5bs. Be prepared. The thread 5as, 11as and the corresponding thread bottoms 11bs, 5bs are characterized in that they have the same pitch as the other threads 5a, 11a and the thread bottoms 11b, 5b, but have different screw shapes. It is something to do.

<鋼管>
鋼管3、9は、杭を構成するものであり、図中上側の鋼管3が上杭を、下側の鋼管9が下杭を構成する。
本実施の形態では、上側の鋼管3に雄ねじ5を有する内側継手管7が溶接により固定され、下側の鋼管9に雌ねじ11を有する外側継手管13が溶接により固定されている。
もっとも、内側継手管7を下側の鋼管9に固定し、外側継手管13を上側の鋼管3に固定するようにしてもよい。
<Steel pipe>
The steel pipes 3 and 9 constitute piles, and the upper steel pipe 3 in the figure constitutes an upper pile and the lower steel pipe 9 constitutes a lower pile.
In the present embodiment, the inner joint pipe 7 having the male screw 5 is fixed to the upper steel pipe 3 by welding, and the outer joint pipe 13 having the female screw 11 is fixed to the lower steel pipe 9 by welding.
However, the inner joint pipe 7 may be fixed to the lower steel pipe 9, and the outer joint pipe 13 may be fixed to the upper steel pipe 3.

<内側継手管、外側継手管>
内側継手管7は、2条以上の多条ねじからなる雄ねじ5が形成されている。また、外側継手管13は、内側継手管7と同じ条数の2条以上の多条ねじからなる雌ねじ11が形成されている。
そして、内側継手管7及び外側継手管13が備えた、多条ねじのうちの特定の1条分のねじ山5as、11as及びこれに対応するねじ底11bs、5bsは、他のねじ山5a、11a及びねじ底11b、5bと、ピッチは同じでねじ形状が異なっている。
そのため、内側継手管7と外側継手管13における、特定の1条同士の嵌合開始位置が一致していないと回転嵌合することができない。換言すれば、特定の1条同士の嵌合開始位置が一致する場合のみ、図2に示すように、回転嵌合することができる。
<Inner fitting pipe, outer fitting pipe>
The inner joint pipe 7 is formed with a male screw 5 composed of two or more multi-threaded threads. Further, the outer joint pipe 13 is formed with a female screw 11 made of two or more multi-threaded threads having the same number of threads as the inner joint pipe 7.
Then, the threads 5as and 11as for a specific one of the multi-threaded threads and the corresponding thread bottoms 11bs and 5bs provided in the inner joint pipe 7 and the outer joint pipe 13 are the other thread 5a. The pitch is the same as that of 11a and the screw bottoms 11b and 5b, but the screw shape is different.
Therefore, if the fitting start positions of the specific strips of the inner joint pipe 7 and the outer joint pipe 13 do not match, the rotary fitting cannot be performed. In other words, as shown in FIG. 2, rotary fitting can be performed only when the fitting start positions of the specific ones are the same.

特定の1条分のねじ山5as、11as及びこれに対応するねじ底11bs、5bsのねじ形状の例としては、ねじ山5as、11as及びこれに対応するねじ底11bs、5bsの高さが他と異なるものが挙げられ、これについて図3、図4に基づいて説明する。 As an example of the thread shape of a specific thread 5as, 11as and the corresponding thread bottom 11bs, 5bs, the height of the thread 5as, 11as and the corresponding thread bottom 11bs, 5bs is different from the others. Different ones are mentioned, and this will be described with reference to FIGS. 3 and 4.

図3(a)は、特定の1条分以外の他のねじ山5a、11a、ねじ底11b、5bを示しており、適切に嵌合している状態である。一例として、この適切に嵌合する雌ねじ11のねじ山11aの高さhは4.0mmで、雄ねじ5のねじ底5bとの間の径方向のクリアランスc1は0.5mmとする。
また、図3(b)は、特定の1条分のねじ山5as、11as、ねじ底11bs、5bsを示しており、適切に嵌合している状態である。一例として、この特定の1条分の雌ねじ11のねじ山11as高さHは2.0mmで、雄ねじ5のねじ底5bsとの間のクリアランスC1は0.5mmとする。
FIG. 3A shows threads 5a, 11a, and thread bottoms 11b, 5b other than the specific one thread, and is in a state of being properly fitted. As an example, the height h of the thread 11a of the appropriately fitted female thread 11 is 4.0 mm, and the radial clearance c 1 between the thread bottom 5b of the male thread 5 and the thread bottom 5b is 0.5 mm.
Further, FIG. 3B shows a specific thread of thread 5as, 11as, thread bottom 11bs, and 5bs, and is in a state of being properly fitted. As an example, the thread height H of the female thread 11 for this specific thread 11 is 2.0 mm, and the clearance C 1 between the thread bottom 5 bs of the male thread 5 is 0.5 mm.

なお、ねじピッチPは他のねじ形状のもの、及び特定の1条のねじ形状のものも共に10mmである。ねじピッチPとは、ある1条における雄ねじ5のねじ底の端から次の1条の雄ねじ5のねじ底の始まる位置までの軸方向の距離、あるいは、ある1条の雌ねじ11のねじ山の端から次の1条のねじ山の始まる位置までの軸方向の距離である。
1条ねじの場合には、ねじピッチは、1回転したときにねじが進む距離を意味するが、多条ねじにおいては、ねじの条数によって1回転したときの進む距離が異なることから、一定の距離としてのねじピッチを定義できないので、上記のように定義している。
The screw pitch P is 10 mm for both other screw shapes and specific one-row screw shapes. The thread pitch P is the axial distance from the end of the thread bottom of the male thread 5 in one thread to the starting position of the thread bottom of the next male thread 5 in one thread, or from the end of the thread of the female thread 11 in one thread. This is the axial distance to the starting position of the next thread.
In the case of a single-threaded screw, the screw pitch means the distance traveled by the screw when it makes one rotation, but in the case of a multi-threaded screw, the distance traveled when it makes one rotation differs depending on the number of threads of the screw, so it is constant. Since the screw pitch as the distance cannot be defined, it is defined as above.

図3(b)に示すように、特定の1条についても、雄ねじ5と雌ねじ11が特定の1条同士であればあれば嵌合開始することができ、雄ねじ5を有する内側継手管7と雌ねじ11を有する外側継手管13を回転嵌合することができる。
しかし、特定の1条のねじとその他のねじが嵌合しようとすると、図4に示すように、特定の1条である雄ねじ5のクリアランスC1を含めて2.5mmのねじ底5bs(H+C1)のところに、他の雌ねじ11であるねじ高さhが4.0mmの雌ねじ11のねじ山11aが位置することになり、干渉して嵌合を開始することができない。
As shown in FIG. 3B, even for a specific thread, if the male thread 5 and the female thread 11 are one specific thread, the fitting can be started, and the inner joint pipe 7 having the male thread 5 can be started. The outer joint pipe 13 having the female screw 11 can be rotationally fitted.
However, when a specific one thread and another thread try to fit, as shown in FIG. 4, the thread bottom 5 bs (H + C 1 ) of 2.5 mm including the clearance C 1 of the male thread 5 which is the specific thread 5 is included. ), The thread 11a of the female screw 11 having a screw height h of 4.0 mm, which is another female screw 11, is located, and cannot start fitting due to interference.

なお、特定の1条のねじとその他のねじが嵌合できないようにするには、ねじ山の高さの差がクリアランスc1以上ある必要がある。例えば、特定の1条のねじ山5as、11asの高さH、その他のねじ山5a、11aの高さh、その他のねじ底5b、11bとねじ山11a、5aのクリアランスc1との関係は、h>H+c1又はH>h+c1の関係となる。 It should be noted that the difference in thread height must be a clearance c 1 or more in order to prevent the specific screw of one thread from fitting with another screw. For example, the relationship between the height H of a specific thread 5as and 11as, the height h of other threads 5a and 11a, the other thread bottoms 5b and 11b and the clearance c1 of the threads 11a and 5a is , H> H + c 1 or H> h + c 1 .

図5は、8条のねじ継手を上部から見た場合の雄ねじ5及び雌ねじ11のねじ開始位置の概念図である。図中、黒丸印は特定の1条以外のねじの嵌合開始位置を示し、星印は特定の1条のねじの嵌合開始位置を示している。
図5(a)は、特定の1条が形成されていない全てのねじが通常のものであり、雄ねじ5と雌ねじ11は黒丸印の位置が一致していれば嵌合を開始することができる。図5(b)は特定の1条が形成されたものであり、この場合、図5(b)に示すように、雄ねじ5と雌ねじ11の星印の位置が一致していれば、嵌合を開始することができる。図5(b)に示す状態は、黒丸同士の関係は、図3(a)の状態であり、星印同士の関係は、図3(b)の状態となる。
FIG. 5 is a conceptual diagram of the screw start positions of the male screw 5 and the female screw 11 when the threaded joint of the eight threads is viewed from above. In the figure, the black circle indicates the fitting start position of the screw other than the specific one thread, and the star mark indicates the fitting start position of the specific one thread.
In FIG. 5A, all the screws on which a specific one is not formed are normal, and the male screw 5 and the female screw 11 can start fitting if the positions of the black circles match. .. FIG. 5 (b) shows a specific strip formed, and in this case, as shown in FIG. 5 (b), if the positions of the star marks on the male screw 5 and the female screw 11 are the same, the fitting is performed. Can be started. In the state shown in FIG. 5B, the relationship between the black circles is the state shown in FIG. 3A, and the relationship between the stars is the state shown in FIG. 3B.

図5(c)は、図5(b)と同様に、特定の1条が形成されたものであるが、雄ねじ5の嵌合開始位置と雌ねじ11の嵌合開始位置が対応していないので、嵌合を開始することができない。図5(c)における星印と黒丸との関係が、図4に示す状態となる。 FIG. 5 (c) shows that a specific row is formed as in FIG. 5 (b), but since the fitting start position of the male screw 5 and the fitting start position of the female screw 11 do not correspond to each other. , Cannot start mating. The relationship between the star mark and the black circle in FIG. 5C is as shown in FIG.

このように、特定の1条分のねじ山5as、11as及びこれに対応するねじ底11bs、5bsを、他のねじ山5a、11a及びねじ底11b、5bと、ピッチは同じでねじ形状は異なるようにすることで、対応する位置でないと嵌合開始できないので、誤嵌合を確実に防止することができる。
すなわち、特定の1条同士の嵌合開始位置が一致する位置に、位置合わせマークを付けておけば、正しい嵌合位置であれば回転嵌合することができ、仮に、ヒューマンエラーによって位置合わせが誤った場合には、嵌合開始ができない。このため、嵌合開始位置が誤りであることが直ぐに分かり、誤嵌合によって、回転嵌合をやり直す場合に比較すると施工効率を向上させることができる。
In this way, the specific thread 5as, 11as and the corresponding thread bottoms 11bs, 5bs are the same as the other thread 5a, 11a and the thread bottoms 11b, 5b, but the pitch is the same but the thread shape is different. By doing so, since the fitting cannot be started unless the position corresponds to the corresponding position, it is possible to surely prevent the erroneous fitting.
That is, if the alignment mark is attached to the position where the mating start positions of the specific strips match, rotational mating can be performed if the mating position is correct, and the alignment is assumed by human error. If you make a mistake, you cannot start mating. Therefore, it is immediately known that the fitting start position is incorrect, and the construction efficiency can be improved as compared with the case where the rotary fitting is redone due to the incorrect fitting.

なお、上記の説明では、特定の1条分のねじ山5as、11as及びこれに対応するねじ底11bs、5bsの高さを他と異なるように設定したものであったが、本発明はこれに限られるものではなく、要するにその他のねじと嵌合できないねじ形状の特定のねじを1条分形成すればよく、特定の1条のねじ形状を他のねじ形状と異なるようにする態様は、例えば、以下に説明する他の態様1、2等が挙げられる。 In the above description, the heights of the specific thread threads 5as and 11as and the corresponding thread bottoms 11bs and 5bs are set to be different from the others, but the present invention relates to this. It is not limited, and in short, it is sufficient to form one specific screw having a screw shape that cannot be fitted with other screws, and an embodiment for making a specific one screw shape different from other screw shapes is, for example, , Other aspects 1, 2 and the like described below can be mentioned.

<他の態様1>
他の態様1は、特定の1条分のねじ山5as、11as及びこれに対応するねじ底11bs、5bsが、他のねじ山5a、11a及びねじ底11b、5bと、ねじピッチは同じであり、ねじ幅が異なるものであり、これについて図6、図7に基づいて説明する。
図6(a)は、他のねじ山5a、11a、ねじ底11b、5bを示しており、適切に嵌合している状態である。一例として、この適切に嵌合する雌ねじ11のねじ幅wは3.4mmで、雄ねじ5のねじ底5bとの間の軸方向のクリアランスc2は0.5mmとする。
また、図6(b)は、特定の1条分のねじ山5as、11as、ねじ底11bs、5bsを示しており、適切に嵌合している状態である。一例として、この特定の1条分の雌ねじ11のねじ幅Wは2.4mmで、雄ねじ5のねじ底5bsとの間の軸方向のクリアランスC2は0.7mmとする。
なお、ねじピッチPは他のものも特定の1条も共に10mmである。
<Other aspect 1>
In another aspect 1, the thread pitches of a specific thread 5as, 11as and the corresponding thread bottoms 11bs, 5bs are the same as those of the other threads 5a, 11a and thread bottoms 11b, 5b. , The screw widths are different, and this will be described with reference to FIGS. 6 and 7.
FIG. 6A shows other thread threads 5a, 11a, and thread bottoms 11b, 5b, and is in a state of being properly fitted. As an example, the thread width w of the appropriately fitted female thread 11 is 3.4 mm, and the axial clearance c 2 between the male thread 5 and the thread bottom 5b is 0.5 mm.
Further, FIG. 6B shows a specific thread of thread 5as, 11as, thread bottom 11bs, and 5bs, and is in a state of being properly fitted. As an example, the thread width W of the female thread 11 for this specific thread is 2.4 mm, and the axial clearance C 2 between the male thread 5 and the thread bottom 5 bs is 0.7 mm.
The screw pitch P is 10 mm for both other threads and a specific thread.

図6(b)に示すように、特定の1条についても、対応するねじ山5as、11asとねじ底11bs、5bs同士であれば嵌合することができ、雄ねじ5を有する内側継手管7と雌ねじ11を有する外側継手管13を嵌合させることができる。
しかし、特定の1条のねじとその他のねじが嵌合しようとすると、図7に示すように、特定の1条である雄ねじ5のクリアランスC2を含めて3.1mm(W+C2)のねじ底5bsのところに、他の雌ねじ11であるねじ幅wが3.4mmの雌ねじ11のねじ山11aが位置することになり、干渉して内側継手管7と外側継手管13の嵌合を開始することができない。
As shown in FIG. 6B, the corresponding thread 5as, 11as and the thread bottom 11bs, 5bs can be fitted to each other even for a specific one, and the inner joint pipe 7 having the male thread 5 can be fitted. The outer joint pipe 13 having the female thread 11 can be fitted.
However, when a specific thread 1 screw and another screw try to fit, as shown in FIG. 7, the clearance C 2 of the male screw 5 which is the specific thread 5 is included and the thickness is 3.1 mm (W + C 2 ). The thread 11a of the female thread 11 having a thread width w of 3.4 mm, which is another female thread 11, is located at the thread bottom 5bs, and interferes with each other to start fitting the inner joint pipe 7 and the outer joint pipe 13. Can not do it.

なお、特定の1条のねじとその他のねじが嵌合できないようにするには、ねじ山の幅の差がクリアランスc2以上ある必要がある。例えば、特定のねじ山5as、11asの幅W、その他のねじ山5a、11aの幅w、その他のねじ底5b、11bとねじ山11a、5aのクリアランスc2との関係は、w>W+c2又はW>w+c2の関係となる。 It should be noted that the difference in thread width must be a clearance of c 2 or more in order to prevent the specific screw of one thread from fitting with another screw. For example, the relationship between the width W of the specific thread 5as and 11as, the width w of the other threads 5a and 11a, the other thread bottoms 5b and 11b and the clearance c 2 of the threads 11a and 5a is w> W + c 2 . Or, the relationship is W> w + c 2 .

<他の態様2>
他の態様2は、特定の1条分のねじ山5as、11as及びこれに対応するねじ底11bs、5bsは、他のねじ山5a、11a及びねじ底11b、5bと、ピッチは同じであり、ねじ角度が異なるものでありこれについて図8、図9に基づいて説明する。なお、ねじ角度が異なるとは、ねじ山における両側のフランク角が異なる場合、片側のフランク角が異なる場合の両方を含む意味である。
<Other aspect 2>
In another aspect 2, the specific one thread threads 5as and 11as and the corresponding thread bottoms 11bs and 5bs have the same pitch as the other thread threads 5a and 11a and the thread bottoms 11b and 5b. The screw angles are different, and this will be described with reference to FIGS. 8 and 9. Note that the different screw angles mean that both the cases where the flank angles on both sides of the thread are different and the cases where the flank angles on one side are different are included.

図8(a)は、他のねじ山5a、11a、ねじ底11b、5bを示しており、適切に嵌合している状態である。一例として、この適切に嵌合する雌ねじ11のねじ山11a及び雄ねじ5のねじ底5bの図中下側のフランク角αは略10°とする。その結果、雌ねじ11のねじ幅wは3.4mmで、雄ねじ5のねじ底5bとの間の軸方向のクリアランスc2は0.5mmになっている。 FIG. 8A shows the other threads 5a and 11a and the thread bottoms 11b and 5b, and is in a state of being properly fitted. As an example, the flank angle α on the lower side in the figure of the thread 11a of the female screw 11 and the thread bottom 5b of the male screw 5 that are properly fitted is set to about 10 °. As a result, the screw width w of the female screw 11 is 3.4 mm, and the axial clearance c 2 between the male screw 5 and the screw bottom 5b is 0.5 mm.

また、図8(b)は、特定の1条分のねじ山5as、11as、ねじ底11bs、5bsを示しており、適切に嵌合している状態である。一例として、この特定の1条分の雌ねじ11のねじ山11as及び雄ねじ5のねじ底5bsの図中下側のフランク角βは約20°とする。その結果、雌ねじ11のねじ幅Wは2.2mmで、雄ねじ5のねじ底5bsとの間の軸方向のクリアランスC2は0.6mmとなっている。
なお、ねじピッチPは他のものも特定の1条も共に10mmである。
Further, FIG. 8B shows a specific thread of thread 5as, 11as, thread bottom 11bs, and 5bs, and is in a state of being properly fitted. As an example, the lower flank angle β in the figure of the thread 11 as of the female screw 11 for this specific thread and the thread bottom 5 bs of the male screw 5 is set to about 20 °. As a result, the screw width W of the female screw 11 is 2.2 mm, and the axial clearance C 2 between the male screw 5 and the screw bottom 5 bs is 0.6 mm.
The screw pitch P is 10 mm for both other threads and a specific thread.

図8(b)に示すように、特定の1条についても、対応するねじ山5as、11asとねじ底11bs、5bs同士であれば嵌合することができ、雄ねじ5を有する内側継手管7と雌ねじ11を有する外側継手管13を嵌合させることができる。
しかし、特定の1条のねじとその他のねじが嵌合しようとすると、図9に示すように、特定の1条の雄ねじ5のねじ底5bsのところに、他の雌ねじ11のねじ山11aが位置すると、フランク角の違いから、両者が干渉して嵌合することができず、内側継手管7と外側継手管13を嵌合させることができない。
As shown in FIG. 8B, the corresponding thread 5as, 11as and the thread bottom 11bs, 5bs can be fitted to each other even for a specific one, and the inner joint pipe 7 having the male thread 5 can be fitted. The outer joint pipe 13 having the female thread 11 can be fitted.
However, when the specific one-threaded screw and the other screw are to be fitted, as shown in FIG. 9, the thread 11a of the other female screw 11 is formed at the thread bottom 5bs of the specific one-threaded male screw 5. When they are positioned, they cannot be fitted because they interfere with each other due to the difference in flank angle, and the inner joint pipe 7 and the outer joint pipe 13 cannot be fitted.

なお、本発明においても、嵌合開始の目安がある方がよく、位置合わせマークを設けることが好ましい。位置合わせマークを設けていても、ヒューマンエラーにより誤嵌合が生ずる場合があるが、本発明を適用することで、このようなヒューマンエラーを確実に防止できる。
また、本発明における特定の1条分のねじ形状の変更は、切削刃や切削プログラムの変更により、従来の切削工程を大幅に増やすことなく製作することができるので、本発明は低コストでねじの誤嵌合を防止できるものであると言える。
Also in the present invention, it is better to have a guideline for starting fitting, and it is preferable to provide an alignment mark. Even if the alignment mark is provided, misfitting may occur due to a human error, but by applying the present invention, such a human error can be reliably prevented.
Further, since the change in the screw shape for a specific row in the present invention can be manufactured by changing the cutting blade and the cutting program without significantly increasing the conventional cutting process, the present invention is a low-cost screw. It can be said that the misfitting of the above can be prevented.

なお、上記の例では平行ねじを対象としていたが、テーパーネジの場合にも適用可能であり、テーパーネジにおいても問題なく誤嵌合を防止することができる。
なお、大径で上部から手前側を覗かなければ外側継手管13側の嵌合位置を確認できないような場合には、外側継手管13のねじ山を他と異なるようにすることで上部から目視的な嵌合位置の判別がしやすくなる。
Although parallel screws were targeted in the above example, it can also be applied to tapered screws, and misfitting can be prevented without problems even with tapered screws.
If the fitting position on the outer joint pipe 13 side cannot be confirmed without looking into the front side from the upper part due to the large diameter, the thread of the outer joint pipe 13 can be visually checked from the upper side by making it different from the others. It becomes easy to determine the fitting position.

なお、上記の他の形態1において、特定の1条分のねじ山とこれに対応するねじ底の軸方向クリアランス(隙間)Cが0.7mmで、他のねじ山とこれに対応するねじ底の継手軸方向隙間cが0.5mmの例を示し、また、他の形態2においては、特定の1条分のねじ山とこれに対応するねじ底の軸方向クリアランス(隙間)Cが0.6mmで、他のねじ山とこれに対応するねじ底の継手軸方向隙間cが0.5mmの例を示した。
しかしながら、本発明の多条ねじ継手は構造体を構成する鋼管の端部に取り付けられるものであり、荷重が作用した際に、軸方向で全てのねじ山が均等に当接して荷重伝達できるのがより好ましい。
そのため、特定の1条分のねじ山とこれに対応するねじ底の軸方向クリアランス(隙間)Cと、他のねじ山とこれに対応するねじ底の継手軸方向隙間cが同じであることがより好ましい。
In the other form 1 described above, the axial clearance (gap) C 2 of a specific thread and the corresponding thread bottom is 0.7 mm, and the thread and the corresponding thread bottom are threaded. In the other form 2, the axial clearance (gap) C 2 of a specific thread and the corresponding thread bottom is 0.6. In mm, an example is shown in which the joint axial clearance c2 between the other thread and the corresponding thread bottom is 0.5 mm.
However, the multi-threaded threaded joint of the present invention is attached to the end of a steel pipe constituting the structure, and when a load is applied, all the threads are evenly contacted in the axial direction to transmit the load. Is more preferable.
Therefore, the axial clearance (gap) C 2 of a specific thread and the corresponding thread bottom is the same as the joint axial clearance c 2 of the thread and the corresponding thread bottom. Is more preferable.

また、上記の実施の形態では、平行ねじ(ねじ山が円筒の外面又は内面にあるねじ)を用いて説明を行ったが、本発明の範囲は平行ねじに限定されない。本発明は、テーパねじ(ねじ山が円すいの外面又は内面にあるねじ)の場合でも、同様の効果を得ることができる。 Further, in the above embodiment, the description has been made using a parallel screw (a screw whose thread is on the outer surface or the inner surface of the cylinder), but the scope of the present invention is not limited to the parallel screw. The present invention can obtain the same effect even in the case of a tapered screw (a screw having a thread on the outer surface or the inner surface of the cone).

また、上記の実施の形態では、鋼管の端部に取り付ける多条ねじ継手を説明したが、この多条ねじ継手は予め工場等において、鋼管杭、鋼管矢板、鋼管柱、鋼管梁等を構成する鋼管の端部に溶接等によって取り付けることで、継手付き鋼管を構成することができる。 Further, in the above embodiment, the multi-row screw joint to be attached to the end of the steel pipe has been described, but this multi-row screw joint constitutes a steel pipe pile, a steel pipe sheet pile, a steel pipe column, a steel pipe beam, etc. in advance at a factory or the like. A steel pipe with a joint can be constructed by attaching it to the end of the steel pipe by welding or the like.

そして、施工現場等において、複数の継手付き鋼管の多条ねじ継手を連結することで、鋼管杭、鋼管矢板、鋼管矢板を連結した鋼管矢板壁、鋼管柱、鋼管梁等の構造体を形成することができる。つまり、これら構造体は、上記の実施の形態で説明した多条ねじ継手とこれら多条ねじ継手で連結された複数の鋼管とを備えている。
これら構造体を形成するに際して、連結対象となる一方の継手付き鋼管の回転を拘束した状態で、他方の継手鋼管の多条ねじ継手を前記一方の継手付き鋼管の多条ねじ継手に位置合わせして回転嵌合するようにすればよい。
例えば、構造体が鋼管杭又は鋼管矢板の場合には、一方の継手付き鋼管を先に地中に打設して、他方の継手付き鋼管を接合し、さらに打設することを繰り返せばよい。
また例えば、構造体が鋼管矢板壁の場合には、一方の連結継手を備える継手付き鋼管を、既に地中にある別の継手付き鋼管の隣に連結継手で接続しながら、先ず地中に打設して、他方の継手付き鋼管を接合し、連結継手の位置を合わせてから、さらに打設することを繰り返せばよい。
このとき、継手付き鋼管を地中に打設する方法については特に限定されず、中堀り杭工法、鋼管ソイルセメント杭工法、回転杭工法、振動工法、打撃工法等のいずれの工法も適用できる。
Then, at a construction site or the like, by connecting a plurality of multi-threaded screw joints of steel pipes with joints, structures such as steel pipe piles, steel pipe sheet piles, steel pipe sheet pile walls connecting steel pipe sheet piles, steel pipe columns, and steel pipe beams are formed. be able to. That is, these structures include a multi-threaded threaded joint described in the above embodiment and a plurality of steel pipes connected by these multi-threaded threaded joints.
When forming these structures, the multi-threaded threaded joint of the other jointed steel pipe is aligned with the multi-threaded threaded joint of the one of the jointed steel pipes while the rotation of one of the steel pipes with joints to be connected is restrained. It suffices to rotate and fit.
For example, when the structure is a steel pipe pile or a steel pipe sheet pile, one steel pipe with a joint may be placed in the ground first, the other steel pipe with a joint may be joined, and then the casting may be repeated.
For example, when the structure is a steel pipe sheet pile wall, a steel pipe with a joint provided with one connecting joint is first driven into the ground while being connected by a connecting joint next to another steel pipe with a joint already in the ground. It may be installed, the other steel pipe with a joint is joined, the positions of the connecting joints are aligned, and then the casting is repeated.
At this time, the method of placing the steel pipe with a joint in the ground is not particularly limited, and any of the Nakadori pile method, the steel pipe soil cement pile method, the rotary pile method, the vibration method, the striking method and the like can be applied.

そして、本発明の多条ねじ継手は、誤嵌合を確実に防止できるので、鋼管矢板等のように回転嵌合完了時に上下の鋼管矢板の連結継手位置が異なることがなく、回転嵌合のやり直し等がなくなり、施工効率が向上する。 Since the multi-threaded screw joint of the present invention can reliably prevent misfitting, the connecting joint positions of the upper and lower steel pipe sheet piles do not differ when the rotary fitting is completed as in the case of steel pipe sheet piles, and the rotary fitting is performed. There is no need to redo, and construction efficiency is improved.

また、上記の説明では、物の発明として多条ねじ継手を説明したが、当該多条ねじ継手は以下のような設計方法によって設計される。
鋼管の端部に取り付けられ、雄ねじを有する内側継手管と雌ねじを有する外側継手管からなり、前記内側継手管及び前記外側継手管のねじが、2条以上の多条ねじである多条ねじ継手の設計方法であって、
前記内側継手管及び前記外側継手管が備えた、多条ねじのうちの特定の1条分のねじ山及びこれに対応するねじ底は、他のねじ山及びねじ底と、ピッチは同じでねじ形状が異なる形状に設計する。
Further, in the above description, the multi-threaded threaded joint has been described as an invention of the product, but the multi-threaded threaded joint is designed by the following design method.
A multi-threaded joint that is attached to the end of a steel pipe and consists of an inner joint pipe with male threads and an outer joint pipe with female threads, and the threads of the inner joint pipe and the outer joint pipe are two or more multi-threaded threads. It is a design method of
The thread of a specific one of the multi-threads and the corresponding thread bottom provided in the inner joint pipe and the outer joint pipe have the same pitch as the other threads and the thread bottom. Design with different shapes.

また、物の発明として説明した多条ねじ継手は以下のような製造方法によって製造される。
鋼管の端部に取り付けられ、雄ねじを有する内側継手管と雌ねじを有する外側継手管からなり、前記内側継手管及び前記外側継手管のねじが、2条以上の多条ねじである多条ねじ継手の製造方法であって、
前記内側継手管及び前記外側継手管が備えた、多条ねじのうちの特定の1条分のねじ山及びこれに対応するねじ底は、他のねじ山及びねじ底と、ピッチは同じでねじ形状が異なる形状に形成する。
Further, the multi-threaded threaded joint described as the invention of the product is manufactured by the following manufacturing method.
A multi-threaded joint that is attached to the end of a steel pipe and consists of an inner joint pipe with male threads and an outer joint pipe with female threads, and the threads of the inner joint pipe and the outer joint pipe are two or more multi-threaded threads. It is a manufacturing method of
The thread of a specific one of the multi-threads and the corresponding thread bottom provided in the inner joint pipe and the outer joint pipe have the same pitch as the other threads and the thread bottom. Form different shapes.

1 多条ねじ継手
3 上側の鋼管
5 雄ねじ
5a ねじ山(その他)
5b ねじ底(その他)
5as ねじ山(特定)
5bs ねじ底(特定)
7 内側継手管
9 下側の鋼管
11 雌ねじ
11a ねじ山(その他)
11b ねじ底(その他)
11as ねじ山(特定)
11bs ねじ底(特定)
13 外側継手管
1 Multi-thread thread joint 3 Upper steel pipe 5 Male thread 5a Thread (others)
5b screw bottom (others)
5as thread (specific)
5bs screw bottom (specific)
7 Inner joint pipe 9 Lower steel pipe 11 Female thread 11a Thread (Other)
11b Thread bottom (others)
11as thread (specific)
11bs screw bottom (specific)
13 Outer fitting pipe

Claims (9)

構造体を構成する鋼管の端部に取り付けられ、雄ねじを有する内側継手管と雌ねじを有する外側継手管からなり、前記内側継手管及び前記外側継手管のねじが、2条以上の多条ねじである多条ねじ継手であって、
前記内側継手管及び前記外側継手管が備えた、多条ねじのうちの特定の1条分のねじ山及びこれに対応するねじ底は、他のねじ山及びねじ底と、ピッチは同じでねじ形状が異なり、かつねじ山とねじ底の継手軸方向隙間が他のねじ山及びねじ底と同じであることを特徴とする多条ねじ継手。
It is attached to the end of a steel pipe that constitutes a structure and consists of an inner joint pipe having a male thread and an outer joint pipe having a female thread. A multi-threaded threaded joint
The thread of a specific one of the multi-threads and the corresponding thread bottom provided by the inner joint pipe and the outer joint pipe have the same pitch as the other threads and the thread bottom. A multi-threaded threaded joint characterized by a different shape and the same axial clearance between the thread and the thread bottom as other threads and the thread bottom .
前記特定の1条分のねじ山及びこれに対応するねじ底は、他のねじ山及びねじ底と、その高さが異なることを特徴とする請求項1に記載の多条ねじ継手。 The multi-threaded threaded joint according to claim 1, wherein the specific one thread and the corresponding thread bottom are different in height from other threads and thread bottoms. 前記特定の1条分のねじ山及びこれに対応するねじ底は、他のねじ山及びねじ底と、ねじ幅が異なることを特徴とする請求項1に記載の多条ねじ継手。 The multi-threaded threaded joint according to claim 1, wherein the specific one-threaded thread and the corresponding threaded bottom have a different thread width from other threaded threads and threaded bottoms. 前記特定の1条分のねじ山及びこれに対応するねじ底は、他のねじ山及びねじ底と、ねじ角度が異なることを特徴とする請求項1に記載の多条ねじ継手。 The multi-threaded threaded joint according to claim 1, wherein the specific one thread and the corresponding thread bottom have a different thread angle from other threads and thread bottoms. 請求項1乃至のいずれかに記載の多条ねじ継手における内側継手管と外側継手管を、一端と他端に取り付けてなることを特徴とする継手付き鋼管。 A steel pipe with a joint, wherein the inner joint pipe and the outer joint pipe in the multi-threaded screw joint according to any one of claims 1 to 4 are attached to one end and the other end. 請求項1乃至のいずれかに記載の多条ねじ継手と、前記多条ねじ継手で連結された複数の鋼管とを備えることを特徴とする構造体。 A structure comprising the multi-threaded screw joint according to any one of claims 1 to 4 and a plurality of steel pipes connected by the multi-threaded screw joint. 請求項に記載の構造体の施工方法であって、連結対象となる継手付き鋼管の一方の回転を拘束した状態で、他方の継手鋼管の多条ねじ継手を前記一方の継手付き鋼管の多条ねじ継手に位置合わせして回転嵌合することを特徴とする構造体の施工方法。 The method for constructing the structure according to claim 6 , wherein the multi-threaded screw joint of the other joint steel pipe is connected to the multi-threaded joint of the one jointed steel pipe in a state where the rotation of one of the jointed steel pipes to be connected is restrained. A method of constructing a structure, which comprises aligning with a threaded joint and rotating and fitting. 構造体を構成する鋼管の端部に取り付けられ、雄ねじを有する内側継手管と雌ねじを有する外側継手管からなり、前記内側継手管及び前記外側継手管のねじが、2条以上の多条ねじである多条ねじ継手の設計方法であって、
前記内側継手管及び前記外側継手管が備えた、多条ねじのうちの特定の1条分のねじ山及びこれに対応するねじ底は、他のねじ山及びねじ底と、ピッチは同じでねじ形状が異なり、かつねじ山とねじ底の継手軸方向隙間が他のねじ山及びねじ底と同じである形状に設計することを特徴とする多条ねじ継手の設計方法。
It is attached to the end of a steel pipe that constitutes a structure and consists of an inner joint pipe having a male thread and an outer joint pipe having a female thread. A method of designing a multi-threaded threaded joint,
The thread of a specific one of the multi-threads and the corresponding thread bottom provided by the inner joint pipe and the outer joint pipe have the same pitch as the other threads and the thread bottom. A method for designing a multi-threaded threaded joint, characterized in that the shape is different and the joint axial clearance between the thread and the thread bottom is designed to be the same as that of other threads and the thread bottom .
構造体を構成する鋼管の端部に取り付けられ、雄ねじを有する内側継手管と雌ねじを有する外側継手管からなり、前記内側継手管及び前記外側継手管のねじが、2条以上の多条ねじである多条ねじ継手の製造方法であって、
前記内側継手管及び前記外側継手管が備えた、多条ねじのうちの特定の1条分のねじ山及びこれに対応するねじ底は、他のねじ山及びねじ底と、ピッチは同じでねじ形状が異なる形状に形成し、かつねじ山とねじ底の継手軸方向隙間が他のねじ山及びねじ底と同じに形成することを特徴とする多条ねじ継手の製造方法。
It is attached to the end of a steel pipe that constitutes a structure and consists of an inner joint pipe having a male thread and an outer joint pipe having a female thread. A method of manufacturing a multi-threaded threaded joint,
The thread of a specific one of the multi-threads and the corresponding thread bottom provided by the inner joint pipe and the outer joint pipe have the same pitch as the other threads and the thread bottom. A method for manufacturing a multi-threaded threaded joint, characterized in that the shapes are formed differently and the joint axial gap between the thread and the thread bottom is formed to be the same as that of other threads and the thread bottom .
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