JP2016084621A - Steel pipe connection joint - Google Patents

Steel pipe connection joint Download PDF

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JP2016084621A
JP2016084621A JP2014218199A JP2014218199A JP2016084621A JP 2016084621 A JP2016084621 A JP 2016084621A JP 2014218199 A JP2014218199 A JP 2014218199A JP 2014218199 A JP2014218199 A JP 2014218199A JP 2016084621 A JP2016084621 A JP 2016084621A
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male
cylinder
steel pipe
female
screw
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JP6137115B2 (en
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和臣 市川
Kazuomi Ichikawa
和臣 市川
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JFE Steel Corp
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JFE Steel Corp
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Abstract

PROBLEM TO BE SOLVED: To provide a steel pipe connection joint that is hard to uncouple without extending a thread part length when a tension load is applied.SOLUTION: A connection joint 1 for a steel pipe according to this invention is a steel pipe connection joint that is fit on an end of a steel pipe 3 constituting a structure to be installed underground and connects the steel pipes 3 with each other. The connection joint comprises: a male side cylindrical body 5, which has a male screw that is parallel screw and made from multiple thread and has a junction with the steel pipe 3 at one end; and female side cylindrical body 7, which has a female screw that is parallel screw and made from multiple thread and has a junction with the steel pipe 3 at one end. In a state where the male side cylindrical body 5 and the female side cylindrical body 7 are connected, centers of the male screw and the female screw are matched with the center of the junction in plate thickness direction.SELECTED DRAWING: Figure 1

Description

本発明は、鋼管杭、鋼管矢板、構真柱などの地中に打設する構造体を構成する鋼管同士を接合する鋼管の接合継手に関するものである。   TECHNICAL FIELD The present invention relates to a steel pipe joint that joins steel pipes constituting a structure to be placed in the ground, such as a steel pipe pile, a steel pipe sheet pile, and a built-up column.

地滑り抑止用の鋼管杭や長尺の支持杭等は施工場所の条件によっては、例えば直径200〜1500mm程度で長さ数十mにも及ぶものがある。
このような場合、短尺の鋼管杭を施工現場において杭の打設途中で接合することが必要となり、この接合には接合対象となる鋼管杭のそれぞれの端部に取り付けられる接合継手が用いられる。
Some steel pipe piles for preventing landslides and long support piles have a diameter of about 200 to 1500 mm and a length of several tens of meters depending on the conditions of the construction site.
In such a case, it is necessary to join short steel pipe piles at the construction site in the middle of placing the piles, and for this joining, joint joints attached to respective ends of the steel pipe piles to be joined are used.

このような接合継手の例として、特許文献1に開示された、「鋼管杭の接合継手」がある。
この鋼管杭の接合継手31は、図8に示すように、接合される一方の鋼管杭端に接合された雄ねじを有する雄側筒体33と、他方の鋼管杭端に接合された雌ねじを有する雌側筒体35とからなり、ねじは平行ねじの3条以上の多条ねじとし、雄側筒体の先端に前記雌ねじ内径に遊嵌する外径を有する円筒部37を設けたことを特徴とするものである(特許文献1の請求項1参照)。
As an example of such a joint, there is a “joint joint of steel pipe piles” disclosed in Patent Document 1.
As shown in FIG. 8, the steel pipe pile joint 31 has a male cylinder 33 having a male thread joined to one end of the steel pipe pile to be joined, and a female thread joined to the other steel pipe pile end. The female side cylindrical body 35 is composed of three or more parallel threaded screws, and a cylindrical portion 37 having an outer diameter loosely fitted to the inner diameter of the female thread is provided at the tip of the male side cylindrical body. (See claim 1 of Patent Document 1).

特開平10−311028号公報Japanese Patent Laid-Open No. 10-311028

図9は、図8に示した従来の接合継手31の近傍を模式的に示したものであり、雄側筒体33の基端側の外周面と雌側筒体35の外周面とがほぼ面一になっている。このような構造にするために、雄側筒体33では基端側から内側に張り出すように筒体を形成し、該筒体の外周面に雄ねじを形成している。
図9の矢印で示すような全体曲げ荷重が作用すると、接合継手31の図中左側には圧縮力が作用し、図中右側には引張り力が作用する。
引張り力が作用する部位では、図9の長丸で囲んだ部分を図示した図10に示すように、全体曲げ荷重に起因する若干の継手外れが生ずる。
また、上述したように、雄側筒体33は基端側から内側に張り出すように筒体を形成しており、このような構造の接合継手31に引張荷重が作用すると、雄側筒体33では、図11の破線で示すように、ねじの噛み合い部から一旦張出し部の中心付近を経由して基端側の中心に力が流れる。このため、図11のMで示すように、力の伝達経路に大きなズレが発生する。このズレに起因して、図12の丸で囲んだ部位に局所曲げが作用して継手外れが生じる。この局所曲げが大きくなると、全体曲げに起因する継手外れと局所曲げに起因する継手外れが合わさって、継手が完全に外れてしまい、荷重が伝達できなくなる可能性がある。
このため、従来は一部のねじの噛み合いが外れても荷重を伝達できるようにねじ部の長さを長くする、あるいはねじ山の高さを高くする、セットボルトで雄側筒体と雌側筒体を接続する等の対策を必要とし、継手のサイズアップとコストアップの原因となっていた。
FIG. 9 schematically shows the vicinity of the conventional joint joint 31 shown in FIG. 8, and the outer peripheral surface of the base end side of the male side cylindrical body 33 and the outer peripheral surface of the female side cylindrical body 35 are substantially the same. It is the same. In order to make such a structure, the male cylinder 33 is formed with a cylinder so as to project inward from the base end side, and a male screw is formed on the outer peripheral surface of the cylinder.
When an overall bending load as shown by an arrow in FIG. 9 acts, a compressive force acts on the left side of the joint joint 31 in the figure, and a tensile force acts on the right side in the figure.
In the portion where the tensile force acts, as shown in FIG. 10 showing the portion surrounded by the long circle in FIG. 9, there is a slight disconnection due to the entire bending load.
Further, as described above, the male cylinder 33 is formed so as to project inward from the base end side, and when a tensile load acts on the joint joint 31 having such a structure, the male cylinder 33 In 33, as shown by the broken line in FIG. 11, a force flows from the meshing portion of the screw to the center on the base end side once through the vicinity of the center of the overhang portion. For this reason, as shown by M in FIG. 11, a large deviation occurs in the force transmission path. Due to this deviation, local bending acts on the circled portion of FIG. 12 and joint disengagement occurs. When this local bending becomes large, the joint disengagement due to the overall bending and the joint disengagement due to the local bending are combined, so that the joint is completely detached, and there is a possibility that the load cannot be transmitted.
For this reason, the length of the threaded part has been increased so that the load can be transmitted even if some of the screws are disengaged, or the height of the thread is increased. Measures such as connecting cylinders were required, which caused the joint to increase in size and cost.

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、ねじ部の長さを長くしたりしなくても引張り荷重が作用した際に外れにくい鋼管の接合継手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 an object of the present invention is to provide a steel pipe joint that does not easily come off when a tensile load is applied without increasing the length of a threaded portion. .

(1)本発明に係る鋼管の接合継手は、地中に打設する構造体を構成する鋼管の端部に取り付けられて前記鋼管同士を接合する鋼管の接合継手であって、
平行ねじで多条ねじからなる雄ねじを有すると共に一端側が前記鋼管との接合部となっている雄側筒体と、平行ねじで多条ねじからなる雌ねじを有すると共に一端側が前記鋼管との接合部となっている雌側筒体とを有し、
前記雄側筒体と前記雌側筒体を接合した状態で、前記雄ねじと前記雌ねじの中心と前記接合部の板厚方向の中心とが一致するように構成されていることを特徴とするものである。
(1) A steel pipe joint according to the present invention is a steel pipe joint that is attached to an end of a steel pipe constituting a structure to be placed in the ground and joins the steel pipes together.
A male cylindrical body having a male screw made of a multi-threaded screw with a parallel screw and one end side being a joint portion with the steel pipe, and a female thread having a female screw made of a multi-threaded screw with a parallel screw and one end side being a joint portion with the steel pipe A female side cylinder body,
In the state where the male cylinder and the female cylinder are joined, the center of the male screw and the female screw and the center in the plate thickness direction of the joint are aligned. It is.

(2)また、上記(1)に記載のものにおいて、前記雄側筒体は、内方に向けて張り出して外径が縮径する縮径部を有し、該縮径部の外面に前記雄ねじが形成されており、前記雌側筒体は、外方に向けて張り出して外径が拡径する拡径部を有し、該拡径部の内面に前記雌ねじが形成されていることを特徴とするものである。 (2) Further, in the above-described (1), the male side tubular body has a reduced diameter portion that protrudes inward and has an outer diameter reduced, and the outer diameter of the reduced diameter portion is A male screw is formed, the female side tubular body has an enlarged diameter portion that projects outward and an outer diameter is enlarged, and the female screw is formed on an inner surface of the enlarged diameter portion. It is a feature.

(3)また、上記(1)又は(2)に記載のものにおいて、前記雌側筒体の先端部に、筒軸中心に対して点対称で、かつ径方向に傾斜する傾斜面を全周に亘って形成すると共に、前記雄側筒体に前記傾斜面と傾斜方向及び傾斜角が同じ傾斜面を全周に亘って形成し、
前記雄側筒体の雄ねじをねじ込んで締めた状態において、前記雌側筒体の先端部の傾斜面が前記雄側筒体に形成した前記傾斜面に当接することを特徴とするものである。
(3) Further, in the above-described (1) or (2), an inclined surface that is point-symmetric with respect to the center of the cylinder axis and that is inclined in the radial direction is provided at the tip of the female cylinder. And forming an inclined surface having the same inclination direction and inclination angle as the inclined surface over the entire circumference on the male side cylinder,
In the state where the male screw of the male cylinder is screwed and tightened, the inclined surface of the tip of the female cylinder is in contact with the inclined surface formed on the male cylinder.

(4)また、上記(3)に記載のものにおいて、前記傾斜面の傾斜角度を5度〜25度の範囲に設定したことを特徴とするものである。 (4) Further, in the above (3), the inclination angle of the inclined surface is set in a range of 5 degrees to 25 degrees.

(5)また、上記(1)乃至(4)のいずれかに記載のものにおいて、前記雄側筒体の基端側と前記雌側筒体の先端側の間、及び前記雄側筒体の先端側と前記雌側筒体の基端側との間に、それぞれインロー構造を設けたことを特徴とするものである。 (5) Moreover, in the thing in any one of said (1) thru | or (4), between the base end side of the said male side cylinder and the front end side of the said female side cylinder, and the said male side cylinder An inlay structure is provided between the distal end side and the proximal end side of the female cylinder, respectively.

本発明の鋼管の接合継手においては、平行ねじで多条ねじからなる雄ねじを有すると共に一端側が前記鋼管との接合部となっている雄側筒体と、平行ねじで多条ねじからなる雌ねじを有すると共に一端側が前記鋼管との接合部となっている雌側筒体とを有し、
前記雄側筒体と前記雌側筒体を接合した状態で、前記雄ねじと前記雌ねじの中心と前記接合部の板厚方向の中心とが一致するように構成したので、接合継手に引張り荷重が作用した場合に生ずる局所的な曲げが小さくなり、継手部が外れにくくなる。そのため、継手部の外れ防止のためにねじ部を長くしたりする必要がなく、接合継手のコンパクト化が実現できる。
In the steel pipe joint according to the present invention, the male side cylindrical body having a male thread made of a multi-thread with parallel threads and one end of which is a joint with the steel pipe, and the female thread made of a multi-thread with a parallel thread are provided. And having a female side tubular body whose one end is a joint with the steel pipe,
In the state where the male cylinder and the female cylinder are joined, the center of the male screw and the female screw and the center of the joint portion in the plate thickness direction coincide with each other. The local bending that occurs when this occurs is reduced, and the joint portion is less likely to come off. Therefore, it is not necessary to lengthen the threaded portion in order to prevent the joint portion from coming off, and the joint joint can be made compact.

本発明の一実施の形態に係る接合継手の要部の説明図である。It is explanatory drawing of the principal part of the joint joint which concerns on one embodiment of this invention. 図1に示した接合継手の要部に引張り荷重が作用した際の作用を説明する説明図である。It is explanatory drawing explaining the effect | action when a tensile load acts on the principal part of the joint joint shown in FIG. 本発明の一実施の形態に係る接合継手の他の特徴点を説明する説明図である。It is explanatory drawing explaining the other characteristic point of the joint joint which concerns on one embodiment of this invention. 本発明の一実施の形態に係る接合継手の作用を説明する説明図である。It is explanatory drawing explaining the effect | action of the joint joint which concerns on one embodiment of this invention. 本発明の一実施の形態に係る接合継手の傾斜角度の適正範囲について説明する説明図である。It is explanatory drawing explaining the appropriate range of the inclination angle of the joint joint which concerns on one embodiment of this invention. 本発明の他の実施の形態の説明図である。It is explanatory drawing of other embodiment of this invention. 図6の一部を拡大して示す拡大図である。It is an enlarged view which expands and shows a part of FIG. 従来例の説明図である。It is explanatory drawing of a prior art example. 従来例の課題を説明する説明図である(その1)。It is explanatory drawing explaining the subject of a prior art example (the 1). 図9の長丸で囲んだ部位に引張り力が作用した場合の作用を説明する説明図である。It is explanatory drawing explaining the effect | action when tensile force acts on the site | part enclosed by the long circle of FIG. 従来例の課題を説明する説明図である(その2)。It is explanatory drawing explaining the subject of a prior art example (the 2). 従来例の課題を説明する説明図である(その3)。It is explanatory drawing explaining the subject of a prior art example (the 3).

[実施の形態1]
本発明の一実施の形態に係る鋼管の接合継手1(以下、単に「接合継手1」という)は、地中に打設する構造体を構成する鋼管3の端部に取り付けられて鋼管3同士を接合する鋼管3の接合継手1であって、図1に示すように、雄側筒体5と雌側筒体7によって構成されている。
[Embodiment 1]
A steel pipe joint 1 according to an embodiment of the present invention (hereinafter simply referred to as “joint joint 1”) is attached to an end of a steel pipe 3 constituting a structure to be placed in the ground, and the steel pipes 3 are connected to each other. As shown in FIG. 1, the steel pipe 3 has a male pipe 5 and a female pipe 7.

雄側筒体5は、平行ねじで多条ねじからなる雄ねじを有すると共に基端側に鋼管3と溶接接合する雄側接合部9が形成されている。雄側筒体5は、内方に向けて張り出して外径が縮径する縮径部11を有し、縮径部11の外面に雄ねじが形成されている。   The male side cylinder 5 has a male screw composed of a multi-threaded screw with a parallel screw, and a male side joint portion 9 to be welded to the steel pipe 3 is formed on the base end side. The male side cylinder 5 has a reduced diameter portion 11 that protrudes inward and has an outer diameter reduced, and a male screw is formed on the outer surface of the reduced diameter portion 11.

雌側筒体7は、平行ねじで多条ねじからなる雌ねじを有すると共に基端側に鋼管3と溶接接合する雌側接合部13が形成されている。雌側筒体7は、外方に向けて張り出して外径が拡径する拡径部15を有し、拡径部15の内面に雌ねじが形成されている。   The female side cylindrical body 7 has female threads made of multiple threads with parallel threads, and a female side joint portion 13 that is welded to the steel pipe 3 is formed on the proximal end side. The female-side cylinder 7 has a diameter-expanded portion 15 that projects outward and has an increased outer diameter, and a female screw is formed on the inner surface of the diameter-expanded portion 15.

雄側筒体5と雌側筒体7を接合した状態で、雄ねじと雌ねじの噛み合いの中心と接合部の板厚方向の中心とが一致するように構成されている。図1では、噛み合いの中心と接合部の板厚方向の中心を一点鎖線で示している。
このように、前記中心が一致することで、引張り荷重が作用した場合に生ずる局所的な曲げが小さくなり、継手部が外れにくくなる。
なお、ねじ継手の場合、雄ねじと雌ねじの間に数mmのクリアランスがあるのが一般的であり、本明細書において中心の一致とは、このようなクリアランスによるズレは誤差の範囲として、「一致」すると見なしている。
In a state in which the male cylinder 5 and the female cylinder 7 are joined, the center of engagement between the male screw and the female screw and the center in the thickness direction of the joint portion are configured to coincide with each other. In FIG. 1, the center of meshing and the center of the joint portion in the thickness direction are indicated by a one-dot chain line.
As described above, when the centers coincide with each other, local bending that occurs when a tensile load is applied is reduced, and the joint portion is difficult to come off.
In the case of a threaded joint, there is generally a clearance of several millimeters between the male screw and the female screw. In this specification, the center coincidence means that the deviation due to such clearance is an error range. "

図2は、図1に示した接合継手1に引張り荷重が作用した際の力の流れを破線で示している。
図2に示すように、力の流れの偏芯量mが従来例を示した図11の偏芯量Mよりも小さくなっており、その結果、多少の局所的な曲げは生ずるものの従来例に比較すると各段に小さくなっている。
このため、引張り荷重が作用しても、接合継手1が外れにくくなっており、換言すれば、従来例と同じ外れ難さを確保する場合、ねじ部の長さを短くすることができ、接合継手1のコンパクト化を図ることができる。
FIG. 2 shows the flow of force when a tensile load is applied to the joint joint 1 shown in FIG.
As shown in FIG. 2, the eccentricity amount m of the force flow is smaller than the eccentricity amount M of FIG. 11 showing the conventional example. As a result, although some local bending occurs, In comparison, each stage is smaller.
For this reason, even if a tensile load is applied, the joint joint 1 is difficult to come off. In other words, when securing the same difficulty as in the conventional example, the length of the threaded portion can be shortened. The joint 1 can be made compact.

また、本実施の形態の接合継手1は、他の特徴として、図3に示すように、雌側筒体7の雌側先端部の全周に、筒軸中心に対して点対称となると共に、先端部を上方に向けた状態で径外方向に下り傾斜となる傾斜角度αの雌側傾斜面17が形成されている。
他方、雄側筒体5の基端側の外周座には、接合状態において雌側傾斜面17と傾斜方向及び傾斜角度が同じ雄側傾斜面19が設けられている。
雄側筒体5ねじ込んで締めた状態において、雌側傾斜面17と雄側傾斜面19は当接する。
雌側傾斜面17と雄側傾斜面19が当接するためには、図3に示すように、雄側筒体5をねじ込んで締めた状態において、雄側筒体5の雄側先端部21と雌側筒体7の内周座23との間に隙間が生ずるようにすればよい。もっとも、接合継手1による接合完了と同時に、雄側筒体5の先端部と雌側筒体7の内周座23とが当接するようにしてもよい。
なお、雌側筒体7の先端部の傾斜角度αの好ましい値については後述する。
In addition, as another feature, the joint joint 1 of the present embodiment is point-symmetric with respect to the center of the cylinder axis on the entire circumference of the female-side tip of the female-side cylinder 7 as shown in FIG. A female-side inclined surface 17 having an inclination angle α that is inclined downward in the radially outward direction with the tip portion directed upward is formed.
On the other hand, the male side inclined surface 19 having the same inclination direction and the same inclination angle as the female side inclined surface 17 in the joined state is provided on the outer peripheral seat on the proximal end side of the male side cylindrical body 5.
In the state where the male side cylinder 5 is screwed and tightened, the female side inclined surface 17 and the male side inclined surface 19 abut.
In order for the female-side inclined surface 17 and the male-side inclined surface 19 to come into contact with each other, as shown in FIG. 3, in the state where the male-side cylindrical body 5 is screwed and tightened, What is necessary is just to make it produce a clearance gap between the inner peripheral seats 23 of the female side cylinder 7. FIG. But you may make it the front-end | tip part of the male side cylinder 5 and the inner peripheral seat 23 of the female side cylinder 7 contact | abut simultaneously with the completion of joining by the joint joint 1. FIG.
In addition, the preferable value of inclination-angle (alpha) of the front-end | tip part of the female side cylinder 7 is mentioned later.

上記のように構成された雌側傾斜面17と雄側傾斜面19の作用について説明する。
ねじ込み完了直前には、雌側筒体7に形成した雌側傾斜面17が雄側筒体5に形成した雄側傾斜面19に当接し、これらの当接とねじの回転による押し付け力によってクリアランスに基づく芯ずれを自動的に調整する作用が生ずる。
以下、この点について、図4に基づいて詳細に説明する。
The operation of the female inclined surface 17 and the male inclined surface 19 configured as described above will be described.
Immediately before the completion of screwing, the female-side inclined surface 17 formed on the female-side cylinder 7 abuts on the male-side inclined surface 19 formed on the male-side cylinder 5, and the clearance is determined by the contact and the pressing force generated by the rotation of the screw. An effect of automatically adjusting the misalignment based on this occurs.
Hereinafter, this point will be described in detail with reference to FIG.

図4(a)は、ねじ込み完了直前の雌側傾斜面17と雄側傾斜面19の一部が当接した状態における縦断面図である。
図4(a)に示すように、ねじ込み完了直前には、ねじ部に設けたクリアランスの影響で雌側傾斜面17と雄側傾斜面19が水平方向にずれる場合がある。このとき、仮に図4(a)に示すように図中上側にある雄側傾斜面19が雌側傾斜面17に対して図中右方向にずれたとすると、雄側傾斜面19は水平状態を保って雌側傾斜面17に近づくので、図中左側の雄側傾斜面19と雌側傾斜面17は当接するが、図中右側の雄側傾斜面19と雌側傾斜面17は当接することなく隙間が存在する。
この状態で、雄側筒体5を回転させて最後のねじ込みを行うと、上側に存在する雄側傾斜面19が下側に存在する雌側傾斜面17に案内されて傾斜面を滑るようにして、図4(b)の状態になる。
このようにして、ねじ込み完了時には雌側筒体7と雄側筒体5の軸芯が一致した状態に自動的に調芯される。
FIG. 4A is a longitudinal sectional view in a state where a part of the female inclined surface 17 and the male inclined surface 19 are in contact with each other just before the screwing is completed.
As shown in FIG. 4A, immediately before the completion of screwing, the female side inclined surface 17 and the male side inclined surface 19 may be shifted in the horizontal direction due to the influence of the clearance provided in the threaded portion. At this time, if the male-side inclined surface 19 on the upper side in the drawing is shifted to the right in the drawing as shown in FIG. 4A, the male-side inclined surface 19 is in a horizontal state. Since the male side inclined surface 19 and the female side inclined surface 17 on the left side in the drawing are in contact with each other, the male side inclined surface 19 and the female side inclined surface 17 are in contact with each other. There is no gap.
In this state, when the male side cylinder 5 is rotated and the final screwing is performed, the male side inclined surface 19 existing on the upper side is guided by the female side inclined surface 17 existing on the lower side so that the inclined surface slides. Thus, the state shown in FIG.
In this way, when the screwing is completed, the female side cylinder 7 and the male side cylinder 5 are automatically aligned in a state where the axial centers thereof coincide with each other.

なお、傾斜角度αが小さすぎるとねじ込み完了時の雄側筒体5を案内する作用が小さくなり、逆に傾斜角度αが大きくなりすぎると当接面における圧縮荷重の伝達機能が損なわれる。そこで、傾斜角度αの好ましい範囲について検討したので、この点について以下説明する。   If the inclination angle α is too small, the effect of guiding the male cylinder 5 when screwing is completed is reduced. Conversely, if the inclination angle α is too large, the function of transmitting the compressive load on the contact surface is impaired. Therefore, since a preferred range of the inclination angle α has been studied, this point will be described below.

図5は傾斜角度と芯ずれ補正力及び荷重伝達機能との関係をグラフ表示したものであり、横軸が傾斜角度αを示し、左側の縦軸が芯ずれ補正力を示し、右側の縦軸が荷重伝達機能の健全性を示している。
図5に示すように、傾斜角度αが大きくなるに従って芯ずれの補正力は向上する。他方、傾斜角度がある値(25度)以上になると荷重伝達機能の健全性が阻害されるようになる。
このことから、補正力を発揮しつつ荷重伝達機能の健全性を担保できる傾斜角度αの範囲としては、5度以上25度以下が好ましい。
FIG. 5 is a graph showing the relationship between the tilt angle, the misalignment correction force, and the load transmission function. The horizontal axis represents the tilt angle α, the left vertical axis represents the misalignment correction force, and the right vertical axis. Indicates the soundness of the load transfer function.
As shown in FIG. 5, the misalignment correction force increases as the inclination angle α increases. On the other hand, when the inclination angle is greater than or equal to a certain value (25 degrees), the soundness of the load transmission function is inhibited.
Therefore, the range of the inclination angle α that can ensure the soundness of the load transmission function while exhibiting the correction force is preferably 5 degrees or more and 25 degrees or less.

なお、本発明は雄側筒体5と雌側筒体7を接合した状態で、雄ねじと雌ねじの噛み合いの中心と接合部の板厚方向の中心とが一致するように構成した点が第1の特徴であり、接合状態で当接する雌側傾斜面17と雄側傾斜面19を設ける点は必須ではない。   The first aspect of the present invention is that, in the state where the male side cylinder 5 and the female side cylinder 7 are joined, the center of engagement between the male screw and the female screw and the center of the joint portion in the plate thickness direction coincide with each other. The point which provides the female side inclined surface 17 and the male side inclined surface 19 which contact | abut in a joining state is not essential.

[実施の形態2]
本実施の形態の接合継手25は、図6、図7に示すように、雌側筒体7の先端部及び雄側筒体5の外周座における傾斜面の径方向内側に互いに軸方向に遊嵌する遊嵌合部27(インロー構造)を全周に亘って形成したものである。
図6、図7には遊嵌合部27の例として、雌側筒体7の先端部に円環状の凸部27aを設け、雄側筒体5の外周座には、凸部27aが遊嵌する円環状の凹溝27bを設けたものを示している。
[Embodiment 2]
As shown in FIGS. 6 and 7, the joint joint 25 of the present embodiment is free to play axially with respect to the distal end portion of the female side cylinder 7 and the radially inner side of the inclined surface of the outer peripheral seat of the male side cylinder 5. The loose fitting part 27 (inlay structure) to be fitted is formed over the entire circumference.
6 and 7, as an example of the loose fitting portion 27, an annular convex portion 27 a is provided at the distal end portion of the female side cylindrical body 7, and the convex portion 27 a is loosely provided on the outer peripheral seat of the male side cylindrical body 5. An annular groove 27b to be fitted is provided.

遊嵌合部27を設けることにより、接合された鋼管3に曲げ力が作用し、接合継手25が湾曲したときにも、雌側筒体7と雄側筒体5の螺合しているねじが外れるのを防止することができる。   By providing the loose fitting portion 27, when the bending force acts on the joined steel pipe 3 and the joint joint 25 is curved, the screw in which the female cylinder 7 and the male cylinder 5 are screwed together. Can be prevented from coming off.

なお、凸部27aや凹溝27bを設けた場合であっても、接合継手25をねじ込んだときには雌側傾斜面17及び雄側傾斜面19が当接するためには、凸部27aと凹溝27bとの間には図7に示すように隙間が形成されるようになっている。   Even when the convex portion 27a and the concave groove 27b are provided, in order for the female side inclined surface 17 and the male side inclined surface 19 to abut when the joint joint 25 is screwed, the convex portion 27a and the concave groove 27b are brought into contact. As shown in FIG. 7, a gap is formed between the two.

1 接合継手(実施の形態1)
3 鋼管
5 雄側筒体
7 雌側筒体
9 雄側接合部
11 縮径部
13 雄側接合部
15 拡径部
17 雌側傾斜面
19 雄側傾斜面
21 雄側先端部
23 内周座
25 接合継手(実施の形態2)
27 遊嵌合部
27a 凸部
27b 凹溝
1 Joint (Embodiment 1)
DESCRIPTION OF SYMBOLS 3 Steel pipe 5 Male side cylinder 7 Female side cylinder 9 Male side joined part 11 Reduced diameter part 13 Male side joined part 15 Diameter enlarged part 17 Female side inclined surface 19 Male side inclined surface 21 Male side front end part 23 Inner peripheral seat 25 Bonded joint (Embodiment 2)
27 Free fitting portion 27a Convex portion 27b Concave groove

Claims (5)

地中に打設する構造体を構成する鋼管の端部に取り付けられて前記鋼管同士を接合する鋼管の接合継手であって、
平行ねじで多条ねじからなる雄ねじを有すると共に一端側が前記鋼管との接合部となっている雄側筒体と、平行ねじで多条ねじからなる雌ねじを有すると共に一端側が前記鋼管との接合部となっている雌側筒体とを有し、
前記雄側筒体と前記雌側筒体を接合した状態で、前記雄ねじと前記雌ねじの中心と前記接合部の板厚方向の中心とが一致するように構成されていることを特徴とする鋼管の接合継手。
A steel pipe joint that is attached to an end of a steel pipe constituting a structure to be placed in the ground and joins the steel pipes,
A male cylindrical body having a male screw made of a multi-threaded screw with a parallel screw and one end side being a joint portion with the steel pipe, and a female thread having a female screw made of a multi-threaded screw with a parallel screw and one end side being a joint portion with the steel pipe A female side cylinder body,
A steel pipe characterized in that, in a state in which the male cylinder and the female cylinder are joined, the center of the male screw and the female screw and the center of the joining portion in the plate thickness direction coincide with each other. Joint fitting.
前記雄側筒体は、内方に向けて張り出して外径が縮径する縮径部を有し、該縮径部の外面に前記雄ねじが形成されており、前記雌側筒体は、外方に向けて張り出して外径が拡径する拡径部を有し、該拡径部の内面に前記雌ねじが形成されていることを特徴とする請求項1記載の鋼管の接合継手。   The male cylinder has a reduced diameter portion that projects inward and has an outer diameter reduced. The male screw is formed on the outer surface of the reduced diameter portion, and the female cylinder has an outer diameter. The steel pipe joint according to claim 1, wherein the steel pipe has a diameter-expanded portion extending outward and having an outer diameter expanded, and the female thread is formed on the inner surface of the diameter-expanded portion. 前記雌側筒体の先端部に、筒軸中心に対して点対称で、かつ径方向に傾斜する傾斜面を全周に亘って形成すると共に、前記雄側筒体に前記傾斜面と傾斜方向及び傾斜角が同じ傾斜面を全周に亘って形成し、
前記雄側筒体の雄ねじをねじ込んで締めた状態において、前記雌側筒体の先端部の傾斜面が前記雄側筒体に形成した前記傾斜面に当接することを特徴とする請求項1又は2に記載の鋼管の接合継手。
An inclined surface that is point-symmetric with respect to the center of the cylinder axis and is inclined in the radial direction is formed at the distal end portion of the female-side cylinder over the entire circumference, and the inclined surface and the inclination direction are formed on the male-side cylinder. And an inclined surface having the same inclination angle is formed over the entire circumference,
The inclined surface of the tip of the female cylinder is in contact with the inclined surface formed on the male cylinder when the male screw of the male cylinder is screwed and tightened. 2. A steel pipe joint according to item 2.
前記傾斜面の傾斜角度を5度〜25度の範囲に設定したことを特徴とする請求項3記載の鋼管の接合継手。   The steel pipe joint according to claim 3, wherein an inclination angle of the inclined surface is set in a range of 5 to 25 degrees. 前記雄側筒体の基端側と前記雌側筒体の先端側の間、及び前記雄側筒体の先端側と前記雌側筒体の基端側との間に、それぞれインロー構造を設けたことを特徴とする請求項1乃至4のいずれか一項に記載の鋼管の接合継手。   An inlay structure is provided between the proximal end side of the male cylinder and the distal end side of the female cylinder, and between the distal end side of the male cylinder and the proximal end side of the female cylinder. The steel pipe joint according to any one of claims 1 to 4, wherein the steel pipe joint is provided.
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019090233A (en) * 2017-11-14 2019-06-13 日本製鉄株式会社 Joint structure of steel pipe pile
JP2019163538A (en) * 2018-02-28 2019-09-26 Jfeスチール株式会社 Mechanical screw and manufacturing method therefor

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6833777B2 (en) 2018-09-10 2021-02-24 株式会社東芝 Object handling equipment and programs

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57122883U (en) * 1981-01-26 1982-07-30
JPS5841182A (en) * 1981-08-24 1983-03-10 ドリルコン・インダストリ−ズ・リミテツド Sleeve and tubular joint for back lining of well wall
JPH10311028A (en) * 1996-10-22 1998-11-24 Kawasaki Steel Corp Joint for joining steel pipe pile
JP2002526701A (en) * 1998-10-01 2002-08-20 ボアルト ロングイヤー ゲゼルシャフト ミット ベシュレンクテル ハフツング ウント コンパニー コマンディトゲゼルシャフト ハルトメタルベルクツォイクファブリク Drill columns for rotary percussion drills, especially topsoil drills
JP2006242301A (en) * 2005-03-04 2006-09-14 Konnopro:Kk Pipe member
JP2006283314A (en) * 2005-03-31 2006-10-19 Jfe Steel Kk Joint structure of steel pipe pile for preventing landslide, and steel pipe pile for preventing landslide equipped with the same
JP2011000604A (en) * 2009-06-17 2011-01-06 Shin Sanko Kokan:Kk Steel tube with screw for piping
WO2011049170A1 (en) * 2009-10-21 2011-04-28 新日本製鐵株式会社 Steel pipe connection structure

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57122883U (en) * 1981-01-26 1982-07-30
JPS5841182A (en) * 1981-08-24 1983-03-10 ドリルコン・インダストリ−ズ・リミテツド Sleeve and tubular joint for back lining of well wall
JPH10311028A (en) * 1996-10-22 1998-11-24 Kawasaki Steel Corp Joint for joining steel pipe pile
JP2002526701A (en) * 1998-10-01 2002-08-20 ボアルト ロングイヤー ゲゼルシャフト ミット ベシュレンクテル ハフツング ウント コンパニー コマンディトゲゼルシャフト ハルトメタルベルクツォイクファブリク Drill columns for rotary percussion drills, especially topsoil drills
JP2006242301A (en) * 2005-03-04 2006-09-14 Konnopro:Kk Pipe member
JP2006283314A (en) * 2005-03-31 2006-10-19 Jfe Steel Kk Joint structure of steel pipe pile for preventing landslide, and steel pipe pile for preventing landslide equipped with the same
JP2011000604A (en) * 2009-06-17 2011-01-06 Shin Sanko Kokan:Kk Steel tube with screw for piping
WO2011049170A1 (en) * 2009-10-21 2011-04-28 新日本製鐵株式会社 Steel pipe connection structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019090233A (en) * 2017-11-14 2019-06-13 日本製鉄株式会社 Joint structure of steel pipe pile
JP2019163538A (en) * 2018-02-28 2019-09-26 Jfeスチール株式会社 Mechanical screw and manufacturing method therefor

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