JP2011220049A - Mechanical joint - Google Patents

Mechanical joint Download PDF

Info

Publication number
JP2011220049A
JP2011220049A JP2010092611A JP2010092611A JP2011220049A JP 2011220049 A JP2011220049 A JP 2011220049A JP 2010092611 A JP2010092611 A JP 2010092611A JP 2010092611 A JP2010092611 A JP 2010092611A JP 2011220049 A JP2011220049 A JP 2011220049A
Authority
JP
Japan
Prior art keywords
arc
plate
joint
bodies
arcuate
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2010092611A
Other languages
Japanese (ja)
Other versions
JP5506088B2 (en
Inventor
Yasuyuki Yoshida
耕之 吉田
Toshio Shinohara
敏雄 篠原
Tomohisa Yoshida
友久 吉田
Atsunori Ikeda
敦則 池田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Chiyoda Geotech Co Ltd
Original Assignee
Chiyoda Geotech Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Chiyoda Geotech Co Ltd filed Critical Chiyoda Geotech Co Ltd
Priority to JP2010092611A priority Critical patent/JP5506088B2/en
Publication of JP2011220049A publication Critical patent/JP2011220049A/en
Application granted granted Critical
Publication of JP5506088B2 publication Critical patent/JP5506088B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Piles And Underground Anchors (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a joint having a structure which, when a steel pipe is intruded into the ground by rotating the steel pipe, reduces the influence of bending stress acting on the steel pipe and prevents the joint from being forced apart during the rotation.SOLUTION: A mechanical joint comprises: a cylindrical outer joint 12 fixed to the bottom end of an upper steel pipe 10; and an inner joint 22 fixed to the upper end of a lower steel pipe 20 via a circular ring body 21. On an inner peripheral surface of the outer joint 12, a plurality of first arc-like rectangular bodies 14 are fixed at equal intervals, and a second arc-like rectangular body 16 is temporarily fixed at a position above the first arc-like rectangular bodies 14. When the outer joint 12 is put on the inner joint 22 and rotated, the first circular rectangle bodies 14 are inserted into a space (horizontal passage) 32 between third and fourth arc-like rectangle bodies 24 and 26 provided on an inner peripheral surface of the inner joint 22, and the second circular rectangle body 16, after being released from the temporary fixing, drops through a space (vertical passage) 30 between the third and fourth circular rectangle bodies 24 and 26 to go across the horizontal passage 32.

Description

本発明は、土木建築工事に用いる鋼管、例えば下鋼管及び上鋼管を接続する機械式継手に関する。   The present invention relates to a mechanical joint for connecting a steel pipe, for example, a lower steel pipe and an upper steel pipe, used in civil engineering construction work.

軟弱地盤を補強するため、鋼管杭が建築土木工事に多く用いられている。その鋼管杭を構成する下鋼管と上鋼管用の継手、つまり鋼管同士を連結する接合継手として一般に溶接式継手が多く採用されている。しかし、溶接式継手は、鋼管の肉厚と鋼管径が大きくなるに従い溶接に長時間を要し、その間の施工機械損料と作業者人件費が加算されコストが掛かり、また、接合箇所は鋼管本体強度と同じ強度が要求されるが、溶接作業条件は天候により大きく左右され、長時間にわたり均一に溶接を行うことは困難である。   Steel pipe piles are often used in civil engineering works to reinforce soft ground. Generally, many welded joints are used as joints for lower steel pipes and upper steel pipes constituting the steel pipe piles, that is, as joints for connecting steel pipes. However, welded joints require a longer time for welding as the thickness and diameter of the steel pipe increase, and the construction machine loss and labor costs are added during that time, and the cost is increased. Although the same strength as the strength is required, the welding operation conditions are greatly affected by the weather, and it is difficult to perform welding uniformly over a long period of time.

そこで、本出願人は先に、鋼管の肉厚及び鋼管径に関わらず溶接によらず簡易な構成で、従って低コストでかつ天候等に左右されず常に確実に鋼管を接続できる継手として、生産工場屋内で鋼管に接続手段を取り付けて、施工現場ではセットするだけで上・下の鋼管を無溶接で接続できる機械式継手を提案した(特許文献1参照)。   Therefore, the present applicant has first produced a joint with a simple structure that does not depend on welding regardless of the thickness of the steel pipe and the diameter of the steel pipe. We proposed a mechanical joint that can connect the upper and lower steel pipes without welding by simply attaching the connecting means to the steel pipe in the factory and setting it at the construction site (see Patent Document 1).

先の出願に係る鋼管の機械式継手は、図17に示すように、鋼管下杭1の頭部内に、L字型係止溝4を複数備えた短管3を溶接し、上杭2の下部の内面に前記係止溝4に嵌合する係止駒6を設けると共に、該係止駒6を前記係止溝4に係止するための楔板7を備えた鋼管の接合継手であって、前記係止溝4は上部が開放した縦溝4aと該縦溝4aの下部から周方向に延びる横溝4bを備え、前記係止駒6は前記縦溝4aから上杭2の回転に伴って前記横溝4bに移動し、かつ前記楔板7は前記係止駒6上に載置され、かつ前記係止駒6の前記横溝4bへの移動に伴って前記係止駒6から外れて縦溝4a内を落下して前記横溝4bを塞ぎ、前記係止駒6を前記横溝4b内に係止して上・下の杭1、2を接続固定するものである。
したがって、施工現場における溶接を要することなく鋼管同士を接続することができる。
しかし、なお以下の解決を要する課題があることが分かった。
即ち、接合した鋼管を回転貫入する方式では、鋼管に回転トルクを作用させて鋼管を堅い(硬い)地盤に貫入させるが、鋼管に正回転と逆回転を反復させる際に、後述するように、楔となる楔板7(第2の円弧状矩形体に相当する)が変形しながら上方に移動して、やがてその楔係合が外れてしまうことがある。
また、上鋼管そのものの下端に係止駒6を設けるため、上鋼管の厚さが継手として必要な厚さを下回る場合があり、継手の曲げ耐力が不足する場合が生じる。
加えて、上鋼管は一般に継手部に比べると非常に長尺(例えば6m)であり、工場でその端部に継手用の係止手段(円弧状矩形板)を設ける作業は、能率を向上させるのが難しい。
As shown in FIG. 17, the mechanical joint of the steel pipe according to the previous application welds the short pipe 3 having a plurality of L-shaped locking grooves 4 in the head of the steel pipe lower pile 1, and the upper pile 2. A steel pipe joint joint provided with a locking piece 6 that fits into the locking groove 4 on the inner surface of the lower part thereof, and a wedge plate 7 for locking the locking piece 6 to the locking groove 4. The locking groove 4 includes a vertical groove 4a having an open upper portion and a lateral groove 4b extending in the circumferential direction from the lower portion of the vertical groove 4a. The locking piece 6 can rotate the upper pile 2 from the vertical groove 4a. Accordingly, the wedge plate 7 is placed on the locking piece 6 and detached from the locking piece 6 as the locking piece 6 moves to the horizontal groove 4b. The horizontal groove 4a is dropped to close the horizontal groove 4b, and the locking piece 6 is locked in the horizontal groove 4b to connect and fix the upper and lower piles 1 and 2.
Therefore, steel pipes can be connected without requiring welding at the construction site.
However, it was found that there are still issues that require the following solutions.
That is, in the method of rotationally penetrating the joined steel pipe, a rotational torque is applied to the steel pipe to cause the steel pipe to penetrate into the hard (hard) ground, but when repeating normal rotation and reverse rotation to the steel pipe, as described later, A wedge plate 7 (corresponding to a second arcuate rectangular body) that serves as a wedge may move upward while being deformed, and the wedge engagement may eventually be released.
Moreover, since the locking piece 6 is provided at the lower end of the upper steel pipe itself, the thickness of the upper steel pipe may be less than the thickness required for the joint, and the bending strength of the joint may be insufficient.
In addition, the upper steel pipe is generally very long (for example, 6 m) compared to the joint portion, and the work of providing the joint locking means (arc-shaped rectangular plate) at the end of the factory improves efficiency. It is difficult.

特開2006−226102号公報JP 2006-226102 A

本発明は、上記従来の機械式継手における課題を解決するためになされたものであって、その目的は、機械式継手において、鋼管と継手部分を別体に構成することで、鋼管に正回転と逆回転を交互に与えつつ鋼管を地盤中に貫入させる際に回転時に楔となる円弧状板状体に発生するせん断応力を軽減し、かつ円弧状板状体が従来のように変形して継手から外れることがなく、しかも、その構造は簡易であるため低コストで得られ、継手の接合も極短時間で行うことができるようにすることである。   The present invention has been made in order to solve the above-described problems in the conventional mechanical joint, and the purpose of the present invention is to make the steel pipe and the joint part separate from each other in the mechanical joint so that the steel pipe is rotated forward. When the steel pipe penetrates into the ground with alternating rotation and reverse rotation, the shear stress generated in the arcuate plate that becomes a wedge during rotation is reduced, and the arcuate plate is deformed as before It is intended to prevent the joint from coming off and to be obtained at low cost because the structure is simple, and to join the joint in an extremely short time.

請求項1の発明は、連結すべき一方の鋼管の端部に固着される円筒状の外継手と、他方の鋼管の端部に固着される円筒状の内継手とから成り、前記外継手の内周面には、複数の第1の円弧状板状体が同じ高さで等間隔に固着されていると共に、第1の円弧状板状体より上部の位置で第1の円弧状板状体と同幅かそれよりも狭い幅を有する第2の円弧状板状体が第1の円弧状板状体と縦方向に位置整合して仮止めされており、前記内継手の外周面には、複数の第3の円弧状板状体が同じ高さで等間隔に固着されていると共に、複数の第4の円弧状板状体が、第3の円弧状板状体の下方に所定間隔を置いて第3の円弧状板状体と縦方向に位置整合して等間隔で同じ高さに固着されており、第3及び第4の円弧状板状体のそれぞれの隣接縁間に、第1及び第2の円弧状板状体を挿通可能な縦連通路が形成され、かつ、第3と第4の円弧状板状体間に、前記内外継手を相対回転したとき、第1の円弧状板状体が挿通可能な横連通路が形成され、前記内外継手の係合状態では、第1の円弧状板状体が前記横連通路に挿通され、かつ、仮止めが解除された第2の円弧状板状体が前記縦連通路内で第3及び第4の円弧状板状体に当接可能に延在して、第1の円弧状板状体の横連通路を塞ぐことを特徴とする機械式継手である。
請求項2の発明は、連結すべき一方の鋼管の端部に固着される円筒状の外継手と、他方の鋼管の端部に固着される円筒状の内継手とから成り、前記外継手の内周面には、複数の第3の円弧状板状体が同じ高さで等間隔に固着されていると共に、第4の複数の円弧状板状体が第3の円弧状板状体の下方に所定間隔を置いて、前記第3の円弧状板状体と縦方向に位置整合して等間隔で同じ高さで固着されており、隣接する前記第3の円弧状板状体間に、第2の円弧状板状体が仮止めされており、前記内継手の外周面には、複数の第1の円弧状板状体が同じ高さで等間隔に固着され、第3及び第4の円弧状板状体のそれぞれの隣接縁間に、第1の円弧状板状体が挿通可能な縦連通路が形成され、かつ、第3と第4の円弧状板状体間に、前記内外継手を相対回転したとき、第1の円弧状板状体が挿通可能な横連通路が形成され、前記内外継手の係合状態では、第1の円弧状板状体が前記横連通路に挿通され、かつ、仮止めが解除された第2の円弧状板状体が前記縦連通路内で第3及び第4の円弧状板状体に当接可能に延在して、第1の円弧状板状体の横連通路を塞ぐことを特徴とする機械式継手である。
請求項3の発明は、連結すべき一方の鋼管の端部に固着され前記鋼管と同径の円筒状の内継手と、他方の鋼管の端部に固着され前記鋼管の外径よりも大径の内径を有する円筒状の外継手と、から成り、前記外継手の内周面には、複数の第1の円弧状板状体が同じ高さで等間隔に固着され、前記内継手の外周面には、複数の第3の円弧状板状体が同じ高さで等間隔に固着されていると共に、複数の第4の円弧状板状体が第3の円弧状板状体の下方に所定間隔を置いて、前記第3の円弧状板状体と縦方向に整合した位置に等間隔で同じ高さに固着されており、第3及び第4の円弧状板状体のそれぞれ隣接の縁間に第1及び第2の円弧状板状体が挿通可能な間隔の縦連通路が形成され、かつ、第3と第4の円弧状板状体の間に、前記内外継手を相対回転したとき第1の円弧状板状体が挿通可能な横連通路が形成され、前記内外継手の係合状態では、第1の円弧状板状体が前記横連通路に挿通され、かつ、外部から前記縦連通路内に挿入される第2の円弧状板状体が第3及び第4の円弧状板状体に当接可能に延在して、第1の円弧状板状体の横連通路を塞ぐことを特徴とする機械式継手である。
請求項4の発明は、連結すべき一方の鋼管の端部に固着され前記鋼管と同径の円筒状の内継手と、他方の鋼管の端部に固着され、前記鋼管の外径よりも大径の内径を有する円筒状の外継手と、から成り、前記外継手の内周面には、複数の第3の円弧状板状体が同じ高さで等間隔に固着されていると共に、複数の第4の円弧状板状体が第3の円弧状板状体の下方に所定間隔を置いて、前記第3の円弧状板状体と縦方向に位置整合して等間隔で同じ高さに固着されており、前記内継手の外周面には、複数の第1の円弧状板状体が同じ高さで等間隔に固着されており、第3及び第4の円弧状板状体のそれぞれの隣接縁間に、第1及び第2の円弧状板状体が挿通可能な間隔の縦連通路が形成され、かつ、第3と第4の円弧状板状体間に、前記内外継手が相対回転したとき第1の円弧状板状体が挿通可能な横連通路が形成されており、前記内外継手の係合状態では、第1の円弧状板状体が前記横連通路に挿通され、かつ、外部から前記縦連通路内に挿入される第2の円弧状板状体が第3及び第4の円弧状板状体に当接可能に延在して、第1の円弧状板状体の横連通路を塞ぐことを特徴とする機械式継手である。
請求項5の発明は、請求項1又は2に記載された機械式継手において、前記内継手は、円環体を介して鋼管の端部に接続されていることを特徴とする機械式継手である。
請求項6の発明は、請求項3又は4に記載された機械式継手において、前記外継手は、円環体を介して鋼管の端部に接続されていることを特徴とする機械式継手である。
請求項7の発明は、請求項1又は2に記載された機械式継手において、複数の第2の円弧状板状体はリングに等間隔で連結されていることを特徴とする機械式継手である。
請求項8の発明は、請求項1ないし6のいずれかに記載された機械式継手において、第1、第3、第4の円弧状板状体はその板状体の面に穴を形成し、前記穴に沿って内又は外継手に溶着して固着したことを特徴とする機械式継手である。
The invention of claim 1 comprises a cylindrical outer joint fixed to the end of one steel pipe to be connected, and a cylindrical inner joint fixed to the end of the other steel pipe. A plurality of first arc-shaped plate-like bodies are fixed at equal intervals at the same height on the inner peripheral surface, and the first arc-like plate-like shape is located above the first arc-like plate-like body. A second arcuate plate-like body having the same width as the body or a width narrower than that is temporarily fixed in alignment with the first arcuate plate-like body in the longitudinal direction, and is attached to the outer peripheral surface of the inner joint. The plurality of third arcuate plates are fixed at equal intervals at the same height, and the plurality of fourth arcuate plates are predetermined below the third arcuate plate. Aligned with the third arcuate plate-like body in the vertical direction at intervals and fixed at the same height at equal intervals, between the adjacent edges of the third and fourth arcuate plate-like bodies The second And a longitudinal communication path through which the second arcuate plate-like body can be inserted, and when the inner and outer joints are relatively rotated between the third and fourth arcuate plate-like bodies, the first arcuate shape A horizontal communication path through which the plate-like body can be inserted is formed, and in the engaged state of the inner and outer joints, the second arc-shaped plate-like body is inserted into the horizontal communication path and the temporary fixing is released. The arcuate plate-like body extends so as to be able to contact the third and fourth arc-like plate-like bodies in the longitudinal communication path to block the lateral communication path of the first arc-shaped plate-like body. This is a mechanical joint.
The invention of claim 2 comprises a cylindrical outer joint fixed to the end of one steel pipe to be connected, and a cylindrical inner joint fixed to the end of the other steel pipe. A plurality of third arc-shaped plate-like bodies are fixed at equal intervals at the same height on the inner peripheral surface, and the fourth plurality of arc-shaped plate-like bodies are formed of the third arc-shaped plate-like body. A predetermined interval is provided below, and the third arcuate plate-like body is vertically aligned with the third arcuate plate-like body and fixed at the same height at equal intervals, and between the adjacent third arcuate plate-like bodies. The second arc-shaped plate-like body is temporarily fixed, and a plurality of first arc-shaped plate-like bodies are fixed at equal intervals at the same height on the outer peripheral surface of the inner joint, and the third and second A vertical communication path through which the first arc-shaped plate-like body can be inserted is formed between adjacent edges of the four arc-shaped plate-like bodies, and between the third and fourth arc-shaped plate-like bodies, Inner and outer joints When the relative rotation is performed, a horizontal communication path through which the first arc-shaped plate-like body can be inserted is formed, and in the engaged state of the inner and outer joints, the first arc-shaped plate-like body is inserted into the horizontal communication path, In addition, the second arcuate plate member from which the temporary fixing is released extends in the longitudinal communication path so as to be able to contact the third and fourth arcuate plate members, and the first arcuate plate It is a mechanical joint characterized by closing a lateral communication passage of a cylindrical body.
The invention of claim 3 is a cylindrical inner joint having the same diameter as that of the steel pipe fixed to the end of one steel pipe to be connected, and a diameter larger than the outer diameter of the steel pipe fixed to the end of the other steel pipe. A plurality of first arc-shaped plate-like bodies fixed at equal intervals at the same height on the inner peripheral surface of the outer joint, and the outer periphery of the inner joint. On the surface, a plurality of third arc-shaped plate-like bodies are fixed at equal intervals at the same height, and the plurality of fourth arc-shaped plate-like bodies are below the third arc-shaped plate-like body. At a predetermined interval, the third arcuate plate-like body is fixed at the same height at equal intervals at a position aligned with the third arcuate plate-like body, and adjacent to each of the third and fourth arcuate plate-like bodies. A longitudinal communication path having a space between which the first and second arc-shaped plate-like bodies can be inserted is formed between the edges, and the inner and outer joints are relatively disposed between the third and fourth arc-like plate-like bodies. A horizontal communication path through which the first arc-shaped plate-like body can be inserted when rolled is formed, and in the engaged state of the inner and outer joints, the first arc-shaped plate-like body is inserted into the horizontal communication path, and A second arcuate plate that is inserted into the longitudinal communication path from the outside extends so as to be in contact with the third and fourth arcuate plates, and the first arcuate plate It is a mechanical joint characterized by closing a horizontal communication passage.
The invention of claim 4 is fixed to the end of one steel pipe to be connected and is fixed to the cylindrical inner joint having the same diameter as the steel pipe, and to the end of the other steel pipe, and is larger than the outer diameter of the steel pipe. A plurality of third arcuate plate-like bodies fixed at equal intervals at the same height on the inner peripheral surface of the outer joint. The fourth arcuate plate-like body is positioned at a predetermined interval below the third arcuate plate-like body and is aligned with the third arcuate plate-like body in the vertical direction at the same height at equal intervals. A plurality of first arc-shaped plates are fixed at equal intervals on the outer peripheral surface of the inner joint, and the third and fourth arc-shaped plates are fixed. Between each adjacent edge, a longitudinal communication path having a space through which the first and second arcuate plate-like bodies can be inserted is formed, and the inner and outer joints are provided between the third and fourth arcuate plate-like bodies. A horizontal communication path is formed through which the first arc-shaped plate-like body can be inserted when the relative rotation is performed. When the inner and outer joints are engaged, the first arc-shaped plate-like body is inserted into the horizontal communication path. And the second arcuate plate-like body inserted into the longitudinal communication passage from the outside extends so as to contact the third and fourth arcuate plate-like bodies, and the first arcuate plate It is a mechanical joint characterized by closing a lateral communication passage of a cylindrical body.
The invention according to claim 5 is the mechanical joint according to claim 1 or 2, wherein the inner joint is connected to an end of a steel pipe via a torus. is there.
The invention according to claim 6 is the mechanical joint according to claim 3 or 4, wherein the outer joint is connected to an end portion of the steel pipe via a torus. is there.
The invention of claim 7 is the mechanical joint according to claim 1 or 2, wherein the plurality of second arcuate plate-like bodies are connected to the ring at equal intervals. is there.
According to an eighth aspect of the present invention, in the mechanical joint according to any one of the first to sixth aspects, the first, third, and fourth arc-shaped plate-like bodies are formed with holes in the surface of the plate-like body. The mechanical joint is welded and fixed to an inner or outer joint along the hole.

本発明によれば、機械式継手において、鋼管と継手部分を別体に構成することで、正回転と逆回転を交互に与えつつ鋼管を地盤中に貫入させる際に回転時に作用する曲げ応力の鋼管に与える影響を軽減でき、かつ、楔となる円弧状板状体が従来のように変形して継手から外れることがなく、しかも、その構造は簡易であるため低コストで得られ、継手の接合も極短時間で行うことができる。   According to the present invention, in the mechanical joint, by constituting the steel pipe and the joint part separately, the bending stress acting at the time of rotation when the steel pipe penetrates into the ground while alternately giving forward rotation and reverse rotation is provided. The effect on the steel pipe can be reduced, and the arcuate plate-like body that becomes the wedge is not deformed as in the conventional case and is not detached from the joint. Moreover, the structure is simple and can be obtained at low cost. Bonding can also be performed in a very short time.

本発明の第1の実施形態の鋼管の継手を示す斜視図である。It is a perspective view which shows the coupling of the steel pipe of the 1st Embodiment of this invention. 第2の円弧状矩形体を相互に連結した状態を示す斜視図である。It is a perspective view which shows the state which connected the 2nd circular arc-shaped rectangular body mutually. 第1の実施形態の機械式継手の円弧状矩形体の溶接による固着を説明するための図であり、図3Aは円弧状矩形体の平面図、図3Bはそのc−c’断面図である。FIG. 3A is a plan view of an arc-shaped rectangular body, and FIG. 3B is a cross-sectional view taken along line cc ′ of FIG. 3A. . 第1の実施形態の円環体の溶接例を示す断面図である。It is sectional drawing which shows the welding example of the torus of 1st Embodiment. 図5A〜5Dは第1の実施形態の機械式継手の接合順序を示す図である。5A to 5D are diagrams illustrating the joining order of the mechanical joint according to the first embodiment. 第1の実施形態の機械式継手の平断面図である。It is a plane sectional view of the mechanical joint of a 1st embodiment. 第1の実施形態の機械式継手の縦断面図である。It is a longitudinal cross-sectional view of the mechanical coupling of 1st Embodiment. 第2の実施形態の機械式継手の斜視図である。It is a perspective view of the mechanical coupling of 2nd Embodiment. 第2の実施形態の継手部分の縦断面図である。It is a longitudinal cross-sectional view of the joint part of 2nd Embodiment. 第3の実施形態の機械式継手の斜視図である。It is a perspective view of the mechanical coupling of 3rd Embodiment. 第3の実施形態の機械式継手の断面図である。It is sectional drawing of the mechanical coupling of 3rd Embodiment. 第4の実施形態の機械式継手の斜視図である。It is a perspective view of the mechanical coupling of 4th Embodiment. 第4の実施形態の機械式継手の断面図である。It is sectional drawing of the mechanical coupling of 4th Embodiment. 本発明の各実施形態における円弧状矩形体間のトルクの伝達を説明する図である。It is a figure explaining transmission of torque between circular arc-shaped rectangles in each embodiment of the present invention. 従来の機械式継手における円弧状矩形体間のトルクの伝達を説明する図である。It is a figure explaining the transmission of the torque between the circular arc-shaped rectangular bodies in the conventional mechanical coupling. 従来の機械式継手における第2の円弧状矩形体が変形して抜け上がる状態を説明する図である。It is a figure explaining the state which the 2nd circular-arc-shaped rectangular body in the conventional mechanical coupling deform | transforms and pulls out. 従来の機械式継手の継手部分を一部断面で示した分解斜視図である。It is the disassembled perspective view which showed the joint part of the conventional mechanical joint in the partial cross section.

以下、本発明に係る継手の実施形態について図面を参照して説明する。
図1は、本発明の第1の実施形態の鋼管の機械式継手の接合前における継手部分の近傍を示す斜視図、図2は、第2の円弧状矩形体を相互に連結した状態を示す斜視図、図3は、第1の実施形態の機械式継手の円弧状矩形体の溶接による固着を説明するための図であり、図3Aは円弧状矩形体の平面図、図3Bはそのc−c’断面図である。図4は、第1の実施形態の円環体の溶接例を示す断面図である。
Hereinafter, embodiments of a joint according to the present invention will be described with reference to the drawings.
FIG. 1 is a perspective view showing the vicinity of a joint portion before joining of a mechanical joint of a steel pipe according to a first embodiment of the present invention, and FIG. 2 shows a state in which second arcuate rectangular bodies are connected to each other. FIGS. 3A and 3B are views for explaining fixation by welding of the arc-shaped rectangular body of the mechanical joint of the first embodiment, FIG. 3A is a plan view of the arc-shaped rectangular body, and FIG. -C 'sectional view. FIG. 4 is a cross-sectional view showing a welding example of the torus according to the first embodiment.

本発明の第1の実施形態の鋼管の機械式継手は、図1に示すように、上鋼管10と、上鋼管10の下端に溶接等で一体に連結された円筒状の外継手12と、外継手12の内周面の上下方向の中央付近に同じ高さで等間隔に溶接等で固着された第1の円弧状板状体(本実施形態では円弧状矩形体)14と、第1の円弧状矩形体14の上に、例えばボルトBで仮止めされ第1の円弧状矩形体14とほぼ同じ幅を有する第2の円弧状板状体(本実施形態では円弧状矩形体)16と、下鋼管20の上端に一体に連結された円環体21と、円環体21の上面に一体に連結された内継手22と、内継手22の外周面に同じ高さで等間隔に縦方向に整列して固着された上側の第3の円弧状板状体(本実施形態では円弧状矩形体)24と、下側の第4の円弧状板状体(本実施形態では円弧状矩形体)26とから成っている。   As shown in FIG. 1, the mechanical joint of a steel pipe according to the first embodiment of the present invention includes an upper steel pipe 10 and a cylindrical outer joint 12 integrally connected to the lower end of the upper steel pipe 10 by welding or the like, A first arcuate plate (an arcuate rectangular body in the present embodiment) 14 fixed by welding or the like at the same height near the center in the vertical direction of the inner circumferential surface of the outer joint 12; A second arcuate plate-like body (in this embodiment, an arcuate rectangular body) 16 that is temporarily fixed with a bolt B, for example, and has substantially the same width as the first arcuate rectangular body 14. An annular body 21 integrally connected to the upper end of the lower steel pipe 20, an inner joint 22 integrally connected to the upper surface of the annular body 21, and an outer peripheral surface of the inner joint 22 at the same height and at equal intervals. An upper third arc-shaped plate (an arc-shaped rectangular body in the present embodiment) 24 that is fixedly aligned in the vertical direction, and a lower fourth arc-shaped Shaped body (in the present embodiment arcuate rectangles) consist 26..

外継手12は、上鋼管10と同じ外径の短尺鋼管であり、上鋼管10の下端部に溶着されている。外継手12の厚さは上鋼管10と同じ厚さであってもそれよりも厚くてもよく、上鋼管10の厚さに関わらず設計上適宜決定することができる。
第1の円弧状矩形体14の外径は外継手12の内径とほぼ同じであり、その内径は内継手22の外径よりも僅かに大きく形成されている。
The outer joint 12 is a short steel pipe having the same outer diameter as the upper steel pipe 10 and is welded to the lower end portion of the upper steel pipe 10. The thickness of the outer joint 12 may be the same as or thicker than that of the upper steel pipe 10, and can be appropriately determined in design regardless of the thickness of the upper steel pipe 10.
The outer diameter of the first arcuate rectangular body 14 is substantially the same as the inner diameter of the outer joint 12, and the inner diameter is slightly larger than the outer diameter of the inner joint 22.

円環体21は、極短尺の鋼製リングであり、下鋼管20と内継手22を接続する機能を有する。円環体21の外径は下鋼管20の外径とほぼ同じで、内径は内継手22の内径とほぼ同じである。   The annular body 21 is an extremely short steel ring and has a function of connecting the lower steel pipe 20 and the inner joint 22. The outer diameter of the torus 21 is substantially the same as the outer diameter of the lower steel pipe 20, and the inner diameter is substantially the same as the inner diameter of the inner joint 22.

内継手22の上部外面には、第1の円弧状矩形体14と同数の第3の円弧状矩形体24が、その下部外面には同じく同数の第4の円弧状矩形体26が、既に述べたように縦方向に整列して固着されている。
第3及び第4の円弧状矩形体24、26の内径は内継手22の外径とほぼ同じであり、厚さと幅は第1の円弧状矩形体14とほぼ同じである。また、第3の円弧状矩形体24と第4の円弧状矩形体26は、その縦方向間隔が第1の円弧状矩形体14の高さよりも僅かに大きくなるように配置される。
上記外継手12と内継手22を位置合わせしたとき、第3、第4の円弧状矩形体24、26のそれぞれ隣接した端部間の間隙で構成される縦連通路30が形成され、また、上記外継手12と内継手22を嵌合した状態では、第3の円弧状矩形体24の下縁と第4の円弧状矩形体26の上縁間の間隙で構成される横連通路32と第1の円弧状矩形体14が横方向に位置整合するよう、第1の円弧状矩形体14と第3、第4の円弧状矩形体24、26が相対的に位置決めされている。
The same number of third arcuate rectangular bodies 24 as the first arcuate rectangular bodies 14 are already provided on the upper outer surface of the inner joint 22, and the same number of fourth arcuate rectangular bodies 26 are already described on the lower outer surface thereof. As shown, they are aligned and fixed vertically.
The inner diameters of the third and fourth arc-shaped rectangular bodies 24 and 26 are substantially the same as the outer diameter of the inner joint 22, and the thickness and width are substantially the same as those of the first arc-shaped rectangular body 14. Further, the third arc-shaped rectangular body 24 and the fourth arc-shaped rectangular body 26 are arranged such that the vertical interval is slightly larger than the height of the first arc-shaped rectangular body 14.
When the outer joint 12 and the inner joint 22 are aligned, a longitudinal communication path 30 constituted by a gap between the adjacent ends of the third and fourth arc-shaped rectangular bodies 24 and 26 is formed, and In a state where the outer joint 12 and the inner joint 22 are fitted, the lateral communication path 32 formed by a gap between the lower edge of the third arc-shaped rectangular body 24 and the upper edge of the fourth arc-shaped rectangular body 26; The first arcuate rectangular body 14 and the third and fourth arcuate rectangular bodies 24 and 26 are relatively positioned so that the first arcuate rectangular body 14 is aligned in the lateral direction.

第2の円弧状矩形体16の厚さは、第1の円弧状矩形体14とほぼ同じである。その幅は、上記縦連通路30よりも僅かに小さく設定されており、上記外継手12を内継手22に被せた(嵌合させた)とき、第1の円弧状矩形板12と共に上記縦連通路30に嵌挿できるようになっている。
第2の円弧状矩形体16の高さは、第3の円弧状矩形体24の下端から第4の円弧状矩形体26の上端までの長さよりも大きく形成されており、上記外継手12と内継手22とが嵌合された状態では、第2の円弧状矩形体16が第3及び第4の円弧上板状体24、26の側縁に同時に当接可能な配置とすることで、トルク作用時に第2の円弧状矩形体16と、第3及び第4の円弧状矩形体24、26の間でトルクが確実に伝達できるようになっている。
ここで、継手接合前の第2の円弧状矩形体16は、外継手12にネジ孔を設けて外継手の外周面側からボルトB(又はピンでもよい)で、第1の円弧状矩形体14の上端面上で仮止めされている。
The thickness of the second arcuate rectangular body 16 is substantially the same as that of the first arcuate rectangular body 14. The width is set to be slightly smaller than the vertical communication path 30, and when the outer joint 12 is put on (fitted with) the inner joint 22, the vertical connection is made together with the first arc-shaped rectangular plate 12. It can be inserted into the passage 30.
The height of the second arcuate rectangular body 16 is greater than the length from the lower end of the third arcuate rectangular body 24 to the upper end of the fourth arcuate rectangular body 26, In a state in which the inner joint 22 is fitted, the second arcuate rectangular body 16 is arranged so as to be capable of simultaneously contacting the side edges of the third and fourth arcuate plate-like bodies 24 and 26. Torque can be reliably transmitted between the second arcuate rectangular body 16 and the third and fourth arcuate rectangular bodies 24 and 26 when the torque is applied.
Here, the second arc-shaped rectangular body 16 before joining the joint is provided with a screw hole in the outer joint 12 and a bolt B (or a pin) from the outer peripheral surface side of the outer joint. 14 is temporarily fixed on the upper end surface.

図2は、第2の円弧状矩形体を相互に連結した状態を示す斜視図である。
第2の円弧状矩形体16は、外継手12に固着されていないため、個々バラバラの状態では、その位置や方向がずれる虞がある。そこで、図2に示すように、その内周面にリング15を介して相互に連結しておくのが好ましい。リング15と個々の第2の円弧状矩形体16の連結は溶接で固定してもよいし、ボルトやピンで連結してもよい。また、上記ボルトBにより仮止めすることで、相互に連結された第2の円弧状矩形体16が運搬中や杭建て込み中に移動することが防止できる。
FIG. 2 is a perspective view showing a state where the second arc-shaped rectangular bodies are connected to each other.
Since the second arc-shaped rectangular body 16 is not fixed to the outer joint 12, there is a possibility that the position and direction of the second arc-shaped rectangular body 16 may be shifted in an individual state. Therefore, as shown in FIG. 2, it is preferable that the inner peripheral surfaces are connected to each other via a ring 15. The connection between the ring 15 and each second arcuate rectangular body 16 may be fixed by welding, or may be connected by a bolt or a pin. Further, by temporarily fixing with the bolt B, it is possible to prevent the second arcuate rectangular bodies 16 connected to each other from moving during transportation or pile erection.

第1〜第4の円弧状矩形体14、16、24、26は、所定の外径と厚さを備えた鋼管を、例えば、バンドソー、レーザ切断機、ガス切断器等で所定寸法に切断して形成することができる。他方、円環体21は、肉厚の鋼管を短尺切断するか、厚板をリング状にガス切断して製作する。第1、第3、第4の円弧状矩形体14、24、26の外継手12の内周面及び内継手22の外周面への固着は、強力な接着材で接着しても或いは溶接によってもよい。   The first to fourth arcuate rectangular bodies 14, 16, 24, 26 are obtained by cutting a steel pipe having a predetermined outer diameter and thickness into predetermined dimensions using, for example, a band saw, a laser cutting machine, a gas cutting machine, or the like. Can be formed. On the other hand, the torus 21 is manufactured by cutting a thick steel pipe in a short length or gas cutting a thick plate into a ring shape. The first, third, and fourth arc-shaped rectangular bodies 14, 24, and 26 are fixed to the inner peripheral surface of the outer joint 12 and the outer peripheral surface of the inner joint 22 with a strong adhesive or by welding. Also good.

溶接の場合は、第1、第3、第4の円弧状矩形体14、24、26の端面を溶接すると溶接ビードが邪魔して隣接する他の円弧状矩形体との力の伝達がスムーズに行われない。そのため、例えば、図3Aに示すように、第1、第3、第4の円弧状矩形体14、24、26の板状体面を平面視矩形に切り抜き、形成した穴の内周面を利用して、つまり内周面に開先を形成して、図3Bの断面図に示すように溶接するのが好ましい。
なお、切り抜き穴の形状はどのような形状でもよく、また、下鋼管20と円環体21、円環体21と内継手22の固着は、図4に示すように、それぞれいずれか一方に開先を設けて溶接で結合して行う。その場合、どちらの側に開先を設けるかは、溶接機械やコストを考慮して適宜決定すればよい。
In the case of welding, welding the end faces of the first, third, and fourth arc-shaped rectangular bodies 14, 24, and 26 smoothly interrupts the weld bead and transmits force to other arc-shaped rectangular bodies adjacent to each other. Not done. Therefore, for example, as shown in FIG. 3A, the plate-like body surfaces of the first, third, and fourth arc-shaped rectangular bodies 14, 24, and 26 are cut into a rectangular shape in plan view, and the inner peripheral surface of the hole formed is used. That is, it is preferable to form a groove on the inner peripheral surface and weld as shown in the cross-sectional view of FIG. 3B.
Note that the shape of the cutout hole may be any shape, and the lower steel pipe 20 and the annular body 21 and the annular body 21 and the inner joint 22 are fixed to either one as shown in FIG. This is done by providing a tip and joining by welding. In that case, the side on which the groove is provided may be appropriately determined in consideration of the welding machine and cost.

次に、以上で説明した機械式継手の現場における接合手順について説明する。
図5A〜5Dは、第1の実施形態の機械式継手の接合順序を示す図である。ここでは、機械式継手の各円弧状矩形体14、16、24、26の接合の原理を理解し易くするために、外継手12と内継手22を除いて、第1〜4の円弧状矩形体14、16、24、26のみを表示している。
Next, the on-site joining procedure of the mechanical joint described above will be described.
5A to 5D are diagrams illustrating the joining order of the mechanical joint according to the first embodiment. Here, in order to make it easy to understand the principle of joining the arcuate rectangular bodies 14, 16, 24, 26 of the mechanical joint, the first to fourth arcuate rectangles except for the outer joint 12 and the inner joint 22 are used. Only the bodies 14, 16, 24 and 26 are displayed.

即ち、図5Aは、先に地中に埋設した下鋼管20の上から上鋼管10を吊り降ろしている状態を示す図である。
この状態では、既に述べたように、上鋼管10の下端に連結された外継手12の内周面には、第1の円弧状矩形体14と第2の円弧状矩形体16が縦方向に整列した状態で配置されている。第1の円弧状矩形体14は、上述のように外継手12の内周面に溶接などにより固着されており、第2の円弧状矩形体16は、例えば外継手12の外周側から挿入したボルトBで第1の円弧状矩形体14の上側に仮止めされている。
That is, FIG. 5A is a diagram showing a state in which the upper steel pipe 10 is suspended from the lower steel pipe 20 previously buried in the ground.
In this state, as already described, the first arc-shaped rectangular body 14 and the second arc-shaped rectangular body 16 are vertically arranged on the inner peripheral surface of the outer joint 12 connected to the lower end of the upper steel pipe 10. Arranged in an aligned state. As described above, the first arc-shaped rectangular body 14 is fixed to the inner peripheral surface of the outer joint 12 by welding or the like, and the second arc-shaped rectangular body 16 is inserted from the outer peripheral side of the outer joint 12, for example. A bolt B is temporarily fixed to the upper side of the first arc-shaped rectangular body 14.

図5Bは、下鋼管20上端部の内継手22に、上鋼管10の下端部の外継手12を被せ、かつ第2の円弧状矩形体16の仮止めを外した状態を示す。
この状態では、外継手12の第1、第2の円弧状矩形体14、16は、内継手22の上下に縦方向に整列して配置された第3、第4の円弧状矩形体24、26の側縁間の縦連通路30に挿入され、かつ第1の円弧状矩形体14は、第3及び第4の円弧状矩形体24、26の上下端縁間に形成された横連通路32の位置で停止させている。
FIG. 5B shows a state in which the inner joint 22 at the upper end portion of the lower steel pipe 20 is covered with the outer joint 12 at the lower end portion of the upper steel pipe 10 and the temporary fixing of the second arcuate rectangular body 16 is removed.
In this state, the first and second arcuate rectangular bodies 14 and 16 of the outer joint 12 are arranged in the vertical direction above and below the inner joint 22 in the third and fourth arcuate rectangular bodies 24, 26, the first arcuate rectangular body 14 is inserted between the upper and lower edges of the third and fourth arcuate rectangular bodies 24, 26. It is stopped at position 32.

図5Cは、上鋼管10を図5Bの状態から、ここでは反時計方向に回転させて、第1の円弧状矩形体14を、第3、第4の円弧状矩形体24、26間の上記横連通路32中に進入させつつある状態を示す。この状態では、仮止めボルトBの仮止めを外した第2の円弧状矩形体16は、第1の円弧状矩形体14と共に回転しようとするが、図示のように、第3の円弧状矩形体24の側辺に当接するためその回転が妨げられる。その結果、第1の円弧状矩形体14のみが矢印の方向、即ち、円周方向の連通路32中に進入していく。
図5Cの状態から、上鋼管10をさらに回転し、それに伴って、第1の円弧状矩形体14が完全に横連通路32中に入り込むと、第2の円弧状矩形体16は下方の支えを失い縦連通路30中を落下し、図5Dの状態に至る。
5C, the upper steel pipe 10 is rotated counterclockwise here from the state of FIG. 5B, and the first arcuate rectangular body 14 is moved between the third and fourth arcuate rectangular bodies 24, 26. The state which is making it approach in the horizontal communication path 32 is shown. In this state, the second arc-shaped rectangular body 16 from which the temporary fixing bolt B is temporarily fixed is going to rotate together with the first arc-shaped rectangular body 14, but as shown in the figure, the third arc-shaped rectangular body 16 is rotated. The contact with the side of the body 24 prevents its rotation. As a result, only the first arc-shaped rectangular body 14 enters the communication path 32 in the direction of the arrow, that is, in the circumferential direction.
When the upper steel pipe 10 is further rotated from the state of FIG. 5C and the first arcuate rectangular body 14 completely enters the lateral communication passage 32 along with this, the second arcuate rectangular body 16 is supported downward. Is lost in the vertical communication passage 30 and the state shown in FIG. 5D is reached.

即ち、図5Dは、第1の円弧状矩形体14が円周方向の横連通路32中に完全に入りきった状態で、第2の円弧状矩形体16が縦連通路30中を自重で落下して円環体21に当接して停止した状態を示す。
この状態では、第2の円弧状矩形体16は図示のように横連通路32を塞いでいる。したがって、上鋼管10を回転させようとしても、横連通路32中の第1の円弧状矩形体14の側辺が第2の円弧状矩形体16の側辺に当接し、その移動が妨げられるため回転不能になる。
つまり、第2の円弧状矩形体16は上下鋼管10、20の回転止めの楔として、また、第1の円弧状矩形体14は、上下鋼管の抜け止め用の楔として機能し、内外継手22、12、したがって地中に埋設した下鋼管20に対して上鋼管10を相対移動不能に一体に連結することができる。
That is, FIG. 5D shows a state in which the first arcuate rectangular body 14 is completely inserted into the lateral communication path 32 in the circumferential direction, and the second arcuate rectangular body 16 passes through the longitudinal communication path 30 under its own weight. The state where it fell and contacted the torus 21 and stopped was shown.
In this state, the second arc-shaped rectangular body 16 closes the lateral communication passage 32 as shown in the figure. Therefore, even if the upper steel pipe 10 is to be rotated, the side of the first arcuate rectangular body 14 in the lateral communication path 32 comes into contact with the side of the second arcuate rectangular body 16 and the movement thereof is hindered. Therefore, it becomes impossible to rotate.
That is, the second arc-shaped rectangular body 16 functions as a wedge for preventing rotation of the upper and lower steel pipes 10 and 20, and the first arc-shaped rectangular body 14 functions as a wedge for retaining the upper and lower steel pipes, and the inner and outer joints 22. 12, and therefore, the upper steel pipe 10 can be integrally connected to the lower steel pipe 20 buried in the ground so as not to be relatively movable.

図6は図5Dの状態における機械式継手の断面図であり、図7は、それぞれa−b及びb−cに沿った縦断面を一図にまとめた図である。
図示のように、第1〜第4の円弧状矩形体14、16、24、26は互いに係合した状態で楔結合している。ここでは第1〜第4の円弧状矩形体14、16、24、26はそれぞれ4枚からなるが、その数に限定されず任意の複数枚数でよい。
FIG. 6 is a cross-sectional view of the mechanical joint in the state of FIG. 5D, and FIG. 7 is a view in which longitudinal sections along ab and bc are respectively combined into one figure.
As illustrated, the first to fourth arcuate rectangular bodies 14, 16, 24, and 26 are wedge-coupled in a state of being engaged with each other. Here, the first to fourth arc-shaped rectangular bodies 14, 16, 24, and 26 are each composed of four sheets, but the number is not limited to that, and any plural number may be used.

上記第1の実施形態の鋼管用機械式継手によれば、内外継手22、12を結合して上鋼管10を回転させたとき、後述するように、楔となる第2の円弧状矩形体16は、その回転方向に関係なく、第3及び第4の円弧状矩形体24、26にその反対側縁部で当接するため、反復繰り返しのトルクを受けても、従来の機械式継手のようにその楔板(第2の円弧状矩形体に相当)が抜けることがなく、安定したトルク伝達が可能である。
また、本実施形態の鋼管用機械式継手によれば、上下の鋼管10、20と内外継手22、12を別体に構成したため、従来のように鋼管の厚みを掘削トルクを考慮して設定する必要がなく、更に、内外継手22、12は鋼管の長さに比べるとごく短尺であるため、工場内において円弧状矩形体を固着する等の加工はスペースをとらず、容易に行うことができる。そのため、加工コストも低減することができる。
According to the mechanical joint for steel pipes of the first embodiment, when the upper steel pipe 10 is rotated by connecting the inner and outer joints 22 and 12, the second arcuate rectangular body 16 which becomes a wedge as will be described later. Is in contact with the third and fourth arcuate rectangular bodies 24, 26 at the opposite edges regardless of the direction of rotation, so that even if subjected to repeated torque, it remains like a conventional mechanical joint. The wedge plate (corresponding to the second arc-shaped rectangular body) does not come out, and stable torque transmission is possible.
Moreover, according to the mechanical joint for steel pipes of this embodiment, since the upper and lower steel pipes 10 and 20 and the inner and outer joints 22 and 12 are configured separately, the thickness of the steel pipe is set in consideration of the excavation torque as in the past. Further, since the inner and outer joints 22 and 12 are extremely short compared to the length of the steel pipe, processing such as fixing the arc-shaped rectangular body in the factory can be easily performed without taking up space. . Therefore, the processing cost can also be reduced.

次に、鋼管用機械式継手の第2の実施形態について図面を参照して説明する。
図8は第2の実施形態の機械式継手部分を示す斜視図であり、図9はその縦断面図である。なお、図9中、a−b、b−cは、図6に示すa−b、b−cと同じ箇所での縦断面図であることを表す。
第2の実施形態の機械式継手は、図8に示すように外継手12の内周面に第3及び第4の円弧状矩形体24、26が形成されており、内継手22の外周面に第1の円弧状矩形体14が形成されている。また、第2の円弧状矩形体16は、第1の実施形態と同様に外継手12の内周面に例えば仮止め用のボルトBで仮止めされるが、この場合は、隣接する第3の円弧状矩形体24間に、しかもその下端が第3の円弧状矩形体24の下端と同一かそれよりわずかに上方になるように配置されている。その他の構成は第1の実施形態と同じである。
Next, 2nd Embodiment of the mechanical coupling for steel pipes is described with reference to drawings.
FIG. 8 is a perspective view showing a mechanical joint portion of the second embodiment, and FIG. 9 is a longitudinal sectional view thereof. In FIG. 9, ab and bc represent longitudinal sectional views at the same locations as ab and bc shown in FIG.
As shown in FIG. 8, the mechanical joint of the second embodiment has third and fourth arc-shaped rectangular bodies 24 and 26 formed on the inner peripheral surface of the outer joint 12, and the outer peripheral surface of the inner joint 22. A first arc-shaped rectangular body 14 is formed. In addition, the second arc-shaped rectangular body 16 is temporarily fixed to the inner peripheral surface of the outer joint 12 with, for example, a temporary fixing bolt B as in the first embodiment. Are arranged such that the lower end thereof is the same as or slightly above the lower end of the third arcuate rectangular body 24. Other configurations are the same as those of the first embodiment.

第2の実施形態において、下鋼管20上端の内継手22に、上鋼管10下端の外継手12を被せて仮止めした状態では、外継手12の第2の円弧状矩形体16は、内継手22の第1の円弧状矩形体14上に配置される。その後の操作は第1の実施形態と同じである。
つまり、第2の円弧状矩形体16の仮止めを外して、上鋼管10を回転させると、第1の円弧状矩形体14が第3、第4の円弧状矩形体24、26間の横連通路32に挿入され、同時に第2の円弧状矩形体16が縦連通路30中を落下して、第1〜第4の円弧状矩形体14、16、24、26が楔係合する。
第2の実施形態の機械式継手の作用効果は、第1の実施形態の記載式継手のそれと同様である。
In the second embodiment, in a state where the inner joint 22 at the upper end of the lower steel pipe 20 is covered with the outer joint 12 at the lower end of the upper steel pipe 10 and temporarily fixed, the second arcuate rectangular body 16 of the outer joint 12 is the inner joint. It arrange | positions on the 22 1st circular arc-shaped rectangular body 14. Subsequent operations are the same as those in the first embodiment.
That is, when the temporary fixing of the second arc-shaped rectangular body 16 is removed and the upper steel pipe 10 is rotated, the first arc-shaped rectangular body 14 is moved horizontally between the third and fourth arc-shaped rectangular bodies 24, 26. The second arcuate rectangular body 16 is inserted into the communication path 32 and simultaneously falls in the vertical communication path 30, and the first to fourth arcuate rectangular bodies 14, 16, 24, and 26 are wedge-engaged.
The effect of the mechanical joint of the second embodiment is the same as that of the description joint of the first embodiment.

次に第3の実施形態の記載式継手について説明する。
図10は第3の実施形態の機械式継手を概略的に示した斜視図であり、図11はその断面図である。なお、図11中、a−b、b−cは、図6に示すa−b、b−cと同じ箇所での縦断面図であることを表す。
上記実施形態1及び2の機械式継手では継手部分の外径を鋼管本体と同径にしたのに対し、本実施形態の機械式継手では、継手部分の外径を鋼管よりも大きくしたものである。
Next, the description type joint of 3rd Embodiment is demonstrated.
FIG. 10 is a perspective view schematically showing the mechanical joint of the third embodiment, and FIG. 11 is a cross-sectional view thereof. In addition, in FIG. 11, ab and bc represent the longitudinal cross-sectional view in the same location as ab and bc shown in FIG.
In the mechanical joints of Embodiments 1 and 2, the outer diameter of the joint portion is the same as that of the steel pipe body, whereas in the mechanical joint of this embodiment, the outer diameter of the joint portion is larger than that of the steel pipe. is there.

上鋼管10の下端に固着された内継手22の外径は上鋼管10と同径とし、下鋼管20の上端に円環体21を介して固着された外継手12の内径は上下鋼管10、20の外径よりも大きくしている。外継手12と内継手22に挟まれた空間には、実施形態1と同様に第1、第3、第4の円弧状矩形体14、24、26が配置されている。また、本実施形態では、第2の円弧状矩形体16は、内継手22に仮固定されておらず、外継手12を内継手22に被せ、続いて上記各実施形態と同様に、上鋼管10を回転させて、外継手12に固着した第1の円弧状矩形体14を、内継手22の外周面に固着した上下二段の第3及び第4の円弧状矩形体24、26間に挿嵌させた状態で、第2の円弧状矩形体16を第3及び第4の円弧状矩形体24、26の側縁間に形成された縦連通路30に落とし込むことで内外継手を楔係合する。なお、本実施形態の鋼管用機械式継手は、その他の点では実施形態1と同様である。   The outer diameter of the inner joint 22 fixed to the lower end of the upper steel pipe 10 is the same as that of the upper steel pipe 10, and the inner diameter of the outer joint 12 fixed to the upper end of the lower steel pipe 20 via the annular ring 21 is It is larger than the outer diameter of 20. In the space between the outer joint 12 and the inner joint 22, the first, third, and fourth arc-shaped rectangular bodies 14, 24, and 26 are arranged in the same manner as in the first embodiment. Further, in the present embodiment, the second arc-shaped rectangular body 16 is not temporarily fixed to the inner joint 22, and the outer joint 12 is put on the inner joint 22, and then, as in the above embodiments, the upper steel pipe 10 is rotated so that the first arc-shaped rectangular body 14 fixed to the outer joint 12 is fixed between the upper and lower two-stage third and fourth arc-shaped rectangular bodies 24 and 26 fixed to the outer peripheral surface of the inner joint 22. In the inserted state, the second arc-shaped rectangular body 16 is dropped into the vertical communication path 30 formed between the side edges of the third and fourth arc-shaped rectangular bodies 24, 26, whereby the inner and outer joints are wedged. Match. In addition, the mechanical joint for steel pipes of this embodiment is the same as that of Embodiment 1 in other points.

本実施形態の鋼管用機械式継手は、第1、第2の実施形態と同様の作用効果を有すると共に、さらに以下の作用効果も有する。
(1)外継手部分12の外径を鋼管10、20よりも大きくしたため、継手部分の曲げ耐力を大きくすることができる。外継手12、内継手22の断面係数が大きくなるため、接合された継手としての曲げ耐力も大きくなる。
(2)第2の円弧状矩形体16を予め内継手22に仮固定する必要がない。外継手12と内継手22を係合して第1の円弧状矩形体14と第3及び第4の円弧状矩形体24、26の円周方向位置を合致させた後、第3及び第4の円弧状矩形体24、26間の縦連通路30に、第2の円弧状矩形体16を外から差し込むことができる。
(3)鋼管を仮設ケーシングとして用いる場合、使用後引き抜く際に第2の円弧状矩形体16を継手から引き抜いて継手接合を解除することができるため、繰り返し使用することができる。
The steel pipe mechanical joint of the present embodiment has the same functions and effects as those of the first and second embodiments, and further has the following functions and effects.
(1) Since the outer diameter of the outer joint portion 12 is larger than that of the steel pipes 10 and 20, the bending strength of the joint portion can be increased. Since the section modulus of the outer joint 12 and the inner joint 22 is increased, the bending strength as a joined joint is also increased.
(2) It is not necessary to temporarily fix the second arcuate rectangular body 16 to the inner joint 22 in advance. After engaging the outer joint 12 and the inner joint 22 to match the circumferential positions of the first arcuate rectangular body 14 and the third and fourth arcuate rectangular bodies 24, 26, the third and fourth The second arcuate rectangular body 16 can be inserted from the outside into the vertical communication path 30 between the arcuate rectangular bodies 24 and 26.
(3) When a steel pipe is used as a temporary casing, the second arc-shaped rectangular body 16 can be pulled out from the joint when it is pulled out after use, so that the joint connection can be released, so that it can be used repeatedly.

図12は、第4の実施形態の機械式継手を概略的に示した斜視図であり、図13はその断面図である。なお、図13中、a−b、b−cは、図6に示すa−b、b−cと同じ箇所での縦断面図であることを表す。
本実施形態の機械式継手は、第3の実施形態の機械式継手と同様に継手部分の外径を鋼管よりも大きくしたものである。ただ、実施形態3と異なり、第1の円弧状矩形体14を内継手12に、第3、第4の円弧状矩形体24、26を外継手22に固着したものである。継手の基本的な機能や作用効果は第3の実施形態の機械式継手と同じである。
FIG. 12 is a perspective view schematically showing the mechanical joint of the fourth embodiment, and FIG. 13 is a cross-sectional view thereof. In FIG. 13, ab and bc represent longitudinal sectional views at the same locations as ab and bc shown in FIG. 6.
The mechanical joint of the present embodiment is such that the outer diameter of the joint portion is made larger than that of the steel pipe, similarly to the mechanical joint of the third embodiment. However, unlike the third embodiment, the first arcuate rectangular body 14 is fixed to the inner joint 12, and the third and fourth arcuate rectangular bodies 24 and 26 are fixed to the outer joint 22. The basic functions and effects of the joint are the same as those of the mechanical joint of the third embodiment.

最後に、継手部にトルク(ねじり剪断力)が作用したときの第2の円弧状矩形体16について特許文献1に記載された従来の機械式継手と対比して説明する。
本実施形態の機械式継手では、第1の円弧状矩形体14は、第3、第4の円弧状矩形体24、26によりその上下部分が挟まれているが、特許文献1の機械式継手では第3の円弧状矩形体24に相当する部材が存在しない。
Finally, the second arcuate rectangular body 16 when torque (torsional shearing force) acts on the joint will be described in comparison with the conventional mechanical joint described in Patent Document 1.
In the mechanical joint of the present embodiment, the first arcuate rectangular body 14 is sandwiched between the upper and lower parts by the third and fourth arcuate rectangular bodies 24 and 26. Then, there is no member corresponding to the third arc-shaped rectangular body 24.

図14、図15は、それぞれ本発明の実施形態による継手と、例えば特許文献1に記載された従来の継手の二つの機械式継手にトルクが作用したとき、第2の円弧状矩形体16が他の円弧状矩形体から受ける力と、そのときの剪断力の分布を示す図である。
トルク量が同じ場合、第2の円弧状矩形体16が受ける剪断力の合計値は両者とも同じであるが、最大剪断力は、本実施形態に係る機械式継手では、図14で示すように、トルクを第3、第4の円弧状矩形体24、26で受け止めるため、第4の円弧状矩形体26のみで受け止める特許文献1に記載された機械式継手の約半分である。このため、本発明においては第2の円弧状矩形体16は特許文献1に記載された機械式継手に比べて変形し難いことが分かる。
FIG. 14 and FIG. 15 show the second arcuate rectangular body 16 when the torque acts on the joint according to the embodiment of the present invention and the two mechanical joints of the conventional joint described in Patent Document 1, for example. It is a figure which shows the distribution received from the force received from another circular arc-shaped rectangular body, and the shearing force at that time.
When the amount of torque is the same, the total value of the shearing force received by the second arc-shaped rectangular body 16 is the same, but the maximum shearing force is as shown in FIG. 14 in the mechanical joint according to the present embodiment. Since the torque is received by the third and fourth arc-shaped rectangular bodies 24 and 26, it is about half of the mechanical joint described in Patent Document 1 that is received only by the fourth arc-shaped rectangular body 26. For this reason, in the present invention, it can be seen that the second arc-shaped rectangular body 16 is less likely to be deformed than the mechanical joint described in Patent Document 1.

また、特許文献1に記載された機械式継手では、上下対称ではないため、第2の円弧状矩形体16が変形すると、上下方向に移動し易くなり、反復繰り返しのトルクを受けると抜け上がることが起こる。
実験の結果、本発明による機械式継手は、反復繰り返しのトルクを受けても機械式継手は安定して上鋼管から下鋼管にトルクが伝達するが、特許文献1の機械式継手は図16に示すように大きく変形すると共に、繰り返しに伴い徐々に抜け上がってしまい、最終的にはトルクの伝達が不能になった。
In addition, since the mechanical joint described in Patent Document 1 is not symmetrical in the vertical direction, if the second arcuate rectangular body 16 is deformed, it becomes easy to move in the vertical direction, and if it receives repeated torque, it will come off. Happens.
As a result of the experiment, the mechanical joint according to the present invention stably transmits torque from the upper steel pipe to the lower steel pipe even when subjected to repeated and repeated torque. As shown in the figure, it was greatly deformed, and gradually withdrawn with repetition, and finally transmission of torque became impossible.

以上説明した本実施形態に係る鋼管用の機械式継手によれば、継手を構成する外継手、内継手、円環体、及び4種の円弧状矩形体は、適切な外径と厚さをもつ鋼管を切断すれば製作することができるため、機械切削加工を殆ど必要としない。また、内継手の製作に肉厚の鋼管を必要としない。このため、鋼管用の機械式継手を安いコストで製作することができる。
また、鋼管に係止手段を設ける特許文献1に記載された従来の機械式継手と異なり、継手と鋼管本体を分離、つまり独立した構成としたため、設計上必要な厚さを有する外継手あるいは内継手を容易に得ることができるともに、長尺の鋼管に、継手の手段である突起等を固着する必要がないため、能率よく継手を製造することができる。
According to the mechanical joint for steel pipes according to the present embodiment described above, the outer joint, the inner joint, the torus, and the four types of arc-shaped rectangular bodies constituting the joint have appropriate outer diameters and thicknesses. Since it can be produced by cutting a steel pipe, it requires almost no machining. In addition, a thick steel pipe is not required for manufacturing the inner joint. For this reason, the mechanical coupling for steel pipes can be manufactured at a low cost.
Further, unlike the conventional mechanical joint described in Patent Document 1 in which the locking means is provided on the steel pipe, the joint and the steel pipe main body are separated, that is, an independent configuration. A joint can be easily obtained, and since it is not necessary to attach a projection or the like as a means of the joint to a long steel pipe, the joint can be manufactured efficiently.

また、外継手と内継手の間のトルク伝達の機能をもつ第2の円弧状矩形体は、トルクが作用したとき下部の第4の円弧状矩形体と上部の第3の円弧状矩形体から均等な力を受けるために、大きな剪断力や曲げモーメントが作用しない。
このため、正逆反復の繰り返しトルクが作用した場合でも、第2の円弧状矩形体16は変形し難いと共に、特許文献1に記載された従来の機械式継手にように、第2の円弧状矩形体が上方にずり上がり、ついには外れるような現象が生じる虞はない。
In addition, the second arc-shaped rectangular body having a function of transmitting torque between the outer joint and the inner joint is obtained from the lower fourth arc-shaped rectangular body and the upper third arc-shaped rectangular body when torque is applied. In order to receive an equal force, a large shearing force and bending moment do not act.
For this reason, even when forward and reverse repetition torque is applied, the second arcuate rectangular body 16 is not easily deformed, and the second arcuate shape as in the conventional mechanical joint described in Patent Document 1 is not possible. There is no risk that the rectangular body will rise upward and eventually come off.

10・・・上鋼管、12・・・外継手、14・・・第1の円弧状矩形体、15・・・リング、16・・・第2の円弧状矩形体、20・・・下鋼管、21・・・円環体、22・・・内継手、24・・・第3の円弧状矩形体、26・・・第4の円弧状矩形体、30・・・縦連通路、32・・・横連通路。   DESCRIPTION OF SYMBOLS 10 ... Upper steel pipe, 12 ... Outer joint, 14 ... 1st circular arc-shaped rectangular body, 15 ... Ring, 16 ... 2nd circular arc-shaped rectangular body, 20 ... Lower steel pipe , 21 ... torus, 22 ... inner joint, 24 ... third arcuate rectangular body, 26 ... fourth arcuate rectangular body, 30 ... longitudinal communication path, 32 · ..Horizontal passage.

Claims (8)

連結すべき一方の鋼管の端部に固着される円筒状の外継手と、他方の鋼管の端部に固着される円筒状の内継手とから成り、
前記外継手の内周面には、複数の第1の円弧状板状体が同じ高さで等間隔に固着されていると共に、第1の円弧状板状体より上部の位置で第1の円弧状板状体と同幅かそれよりも狭い幅を有する第2の円弧状板状体が第1の円弧状板状体と縦方向に位置整合して仮止めされており、
前記内継手の外周面には、複数の第3の円弧状板状体が同じ高さで等間隔に固着されていると共に、複数の第4の円弧状板状体が、第3の円弧状板状体の下方に所定間隔を置いて第3の円弧状板状体と縦方向に位置整合して等間隔で同じ高さに固着されており、
第3及び第4の円弧状板状体のそれぞれの隣接縁間に、第1及び第2の円弧状板状体を挿通可能な縦連通路が形成され、かつ、第3と第4の円弧状板状体間に、前記内外継手を相対回転したとき、第1の円弧状板状体が挿通可能な横連通路が形成され、
前記内外継手の係合状態では、第1の円弧状板状体が前記横連通路に挿通され、かつ、仮止めが解除された第2の円弧状板状体が前記縦連通路内で第3及び第4の円弧状板状体に当接可能に延在して、第1の円弧状板状体の横連通路を塞ぐことを特徴とする機械式継手。
It consists of a cylindrical outer joint fixed to the end of one steel pipe to be connected, and a cylindrical inner joint fixed to the end of the other steel pipe,
A plurality of first arc-shaped plate-like bodies are fixed at equal intervals at the same height on the inner peripheral surface of the outer joint, and the first arc-shaped plate-like body is located at a position above the first arc-like plate-like body. A second arcuate plate having the same width as the arcuate plate or narrower than the arcuate plate is temporally aligned with the first arcuate plate and temporarily fixed;
On the outer peripheral surface of the inner joint, a plurality of third arc-shaped plate-like bodies are fixed at equal intervals at the same height, and the plurality of fourth arc-shaped plate-like bodies are formed in a third arc-like shape. Fixed at the same height at equal intervals in the vertical alignment with the third arcuate plate-like body at a predetermined interval below the plate-like body,
A longitudinal communication path through which the first and second arc-shaped plate-like bodies can be inserted is formed between adjacent edges of the third and fourth arc-like plate-like bodies, and the third and fourth circles are formed. When the inner and outer joints are relatively rotated between the arcuate plate-like bodies, a lateral communication passage through which the first arcuate plate-like body can be inserted is formed,
In the engaged state of the inner and outer joints, the first arcuate plate-like body is inserted into the lateral communication passage, and the second arcuate plate-like body, which has been temporarily fixed, is released in the longitudinal communication passage. A mechanical joint that extends so as to be in contact with the third and fourth arc-shaped plate-like bodies and closes the lateral communication passage of the first arc-like plate-like body.
連結すべき一方の鋼管の端部に固着される円筒状の外継手と、他方の鋼管の端部に固着される円筒状の内継手とから成り、
前記外継手の内周面には、複数の第3の円弧状板状体が同じ高さで等間隔に固着されていると共に、第4の複数の円弧状板状体が第3の円弧状板状体の下方に所定間隔を置いて、前記第3の円弧状板状体と縦方向に位置整合して等間隔で同じ高さで固着されており、
隣接する前記第3の円弧状板状体間に、第2の円弧状板状体が仮止めされており、前記内継手の外周面には、複数の第1の円弧状板状体が同じ高さで等間隔に固着され、第3及び第4の円弧状板状体のそれぞれの隣接縁間に、第1の円弧状板状体が挿通可能な縦連通路が形成され、かつ、第3と第4の円弧状板状体間に、前記内外継手を相対回転したとき、第1の円弧状板状体が挿通可能な横連通路が形成され、
前記内外継手の係合状態では、第1の円弧状板状体が前記横連通路に挿通され、かつ、仮止めが解除された第2の円弧状板状体が前記縦連通路内で第3及び第4の円弧状板状体に当接可能に延在して、第1の円弧状板状体の横連通路を塞ぐことを特徴とする機械式継手。
It consists of a cylindrical outer joint fixed to the end of one steel pipe to be connected, and a cylindrical inner joint fixed to the end of the other steel pipe,
On the inner peripheral surface of the outer joint, a plurality of third arc-shaped plate-like bodies are fixed at equal intervals at the same height, and the fourth plurality of arc-like plate-like bodies are formed in a third arc-like shape. At a predetermined interval below the plate-shaped body, the third arc-shaped plate-shaped body is vertically aligned with the third arc-shaped plate body and fixed at the same height at equal intervals,
A second arc-shaped plate is temporarily fixed between the adjacent third arc-shaped plates, and a plurality of first arc-shaped plates are the same on the outer peripheral surface of the inner joint. A vertical communication path is formed that is fixed at equal intervals in height, and that allows the first arcuate plate-like body to be inserted between adjacent edges of the third and fourth arcuate plate-like bodies, and When the inner and outer joints are relatively rotated between 3 and the fourth arcuate plate-like body, a lateral communication path through which the first arcuate plate-like body can be inserted is formed,
In the engaged state of the inner and outer joints, the first arcuate plate-like body is inserted into the lateral communication passage, and the second arcuate plate-like body, which has been temporarily fixed, is released in the longitudinal communication passage. A mechanical joint that extends so as to be in contact with the third and fourth arc-shaped plate-like bodies and closes the lateral communication passage of the first arc-like plate-like body.
連結すべき一方の鋼管の端部に固着され前記鋼管と同径の円筒状の内継手と、他方の鋼管の端部に固着され前記鋼管の外径よりも大径の内径を有する円筒状の外継手と、から成り、
前記外継手の内周面には、複数の第1の円弧状板状体が同じ高さで等間隔に固着され、前記内継手の外周面には、複数の第3の円弧状板状体が同じ高さで等間隔に固着されていると共に、複数の第4の円弧状板状体が第3の円弧状板状体の下方に所定間隔を置いて、前記第3の円弧状板状体と縦方向に整合した位置に等間隔で同じ高さに固着されており、
第3及び第4の円弧状板状体のそれぞれ隣接の縁間に第1及び第2の円弧状板状体が挿通可能な間隔の縦連通路が形成され、かつ、第3と第4の円弧状板状体の間に、前記内外継手を相対回転したとき第1の円弧状板状体が挿通可能な横連通路が形成され、
前記内外継手の係合状態では、第1の円弧状板状体が前記横連通路に挿通され、かつ、外部から前記縦連通路内に挿入される第2の円弧状板状体が第3及び第4の円弧状板状体に当接可能に延在して、第1の円弧状板状体の横連通路を塞ぐことを特徴とする機械式継手。
A cylindrical inner joint fixed to the end of one steel pipe to be connected and having the same diameter as the steel pipe, and a cylindrical inner joint fixed to the end of the other steel pipe and having an inner diameter larger than the outer diameter of the steel pipe An outer joint,
A plurality of first arcuate plate-like bodies are fixed at equal intervals at the same height on the inner peripheral surface of the outer joint, and a plurality of third arcuate plate-like bodies are attached to the outer peripheral surface of the inner joint. Are fixed at equal intervals at the same height, and a plurality of fourth arcuate plate-like bodies are spaced apart from the third arcuate plate-like body by a predetermined interval so that the third arcuate plate-like body It is fixed at the same height at equal intervals in a position aligned with the body in the vertical direction,
Longitudinal communication passages are formed between the adjacent edges of the third and fourth arc-shaped plate-like bodies so that the first and second arc-shaped plate-like bodies can be inserted therethrough, and the third and fourth A lateral communication path through which the first arc-shaped plate-shaped body can be inserted when the inner and outer joints are relatively rotated is formed between the arc-shaped plate-shaped bodies,
In the engaged state of the inner and outer joints, the first arcuate plate-like body is inserted into the lateral communication path, and the second arcuate plate-like body inserted from the outside into the longitudinal communication path is the third. And a mechanical joint extending so as to be able to contact the fourth arcuate plate-like body and closing the lateral communication passage of the first arcuate plate-like body.
連結すべき一方の鋼管の端部に固着され前記鋼管と同径の円筒状の内継手と、他方の鋼管の端部に固着され、前記鋼管の外径よりも大径の内径を有する円筒状の外継手と、から成り、
前記外継手の内周面には、複数の第3の円弧状板状体が同じ高さで等間隔に固着されていると共に、複数の第4の円弧状板状体が第3の円弧状板状体の下方に所定間隔を置いて、前記第3の円弧状板状体と縦方向に位置整合して等間隔で同じ高さに固着されており、
前記内継手の外周面には、複数の第1の円弧状板状体が同じ高さで等間隔に固着されており、
第3及び第4の円弧状板状体のそれぞれの隣接縁間に、第1及び第2の円弧状板状体が挿通可能な間隔の縦連通路が形成され、かつ、第3と第4の円弧状板状体間に、前記内外継手が相対回転したとき第1の円弧状板状体が挿通可能な横連通路が形成されており、
前記内外継手の係合状態では、第1の円弧状板状体が前記横連通路に挿通され、かつ、外部から前記縦連通路内に挿入される第2の円弧状板状体が第3及び第4の円弧状板状体に当接可能に延在して、第1の円弧状板状体の横連通路を塞ぐことを特徴とする機械式継手。
A cylindrical inner joint fixed to the end of one steel pipe to be connected and having the same diameter as the steel pipe, and a cylindrical shape fixed to the end of the other steel pipe and having an inner diameter larger than the outer diameter of the steel pipe And an outer joint,
On the inner peripheral surface of the outer joint, a plurality of third arcuate plate-like bodies are fixed at equal intervals at the same height, and the plurality of fourth arcuate plate-like bodies are formed in a third arcuate shape. At a predetermined interval below the plate-like body, the third arc-like plate-like body is vertically aligned with the third arc-shaped plate body and fixed at the same height at equal intervals,
On the outer peripheral surface of the inner joint, a plurality of first arc-shaped plate-like bodies are fixed at equal intervals at the same height,
Between the adjacent edges of each of the third and fourth arc-shaped plate-like bodies, a longitudinal communication path having a space through which the first and second arc-like plate-like bodies can be inserted is formed, and the third and fourth A horizontal communication passage through which the first arc-shaped plate-like body can be inserted when the inner and outer joints rotate relative to each other is formed between the arc-like plate-like bodies,
In the engaged state of the inner and outer joints, the first arcuate plate-like body is inserted into the lateral communication path, and the second arcuate plate-like body inserted from the outside into the longitudinal communication path is the third. And a mechanical joint extending so as to be able to contact the fourth arcuate plate-like body and closing the lateral communication passage of the first arcuate plate-like body.
請求項1又は2に記載された機械式継手において、
前記内継手は、円環体を介して鋼管の端部に接続されていることを特徴とする機械式継手。
In the mechanical coupling according to claim 1 or 2,
The inner joint is connected to an end portion of a steel pipe through a torus.
請求項3又は4に記載された機械式継手において、
前記外継手は、円環体を介して鋼管の端部に接続されていることを特徴とする機械式継手。
In the mechanical joint according to claim 3 or 4,
The mechanical joint is characterized in that the outer joint is connected to an end of a steel pipe via a torus.
請求項1又は2に記載された機械式継手において、
複数の第2の円弧状板状体はリングに等間隔で連結されていることを特徴とする機械式継手。
In the mechanical coupling according to claim 1 or 2,
A plurality of second arcuate plate-like bodies are connected to a ring at equal intervals, and the mechanical joint is characterized in that
請求項1ないし6のいずれかに記載された機械式継手において、
第1、第3、第4の円弧状板状体はその板状体の面に穴を形成し、前記穴に沿って内又は外継手に溶着して固着したことを特徴とする機械式継手。
The mechanical joint according to any one of claims 1 to 6,
The first, third, and fourth arc-shaped plate-like bodies have holes formed in the surfaces of the plate-like bodies, and are welded and fixed to inner or outer joints along the holes. .
JP2010092611A 2010-04-13 2010-04-13 Mechanical coupling Active JP5506088B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2010092611A JP5506088B2 (en) 2010-04-13 2010-04-13 Mechanical coupling

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2010092611A JP5506088B2 (en) 2010-04-13 2010-04-13 Mechanical coupling

Publications (2)

Publication Number Publication Date
JP2011220049A true JP2011220049A (en) 2011-11-04
JP5506088B2 JP5506088B2 (en) 2014-05-28

Family

ID=45037360

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2010092611A Active JP5506088B2 (en) 2010-04-13 2010-04-13 Mechanical coupling

Country Status (1)

Country Link
JP (1) JP5506088B2 (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016156125A (en) * 2015-02-23 2016-09-01 新日鐵住金株式会社 Steel pipe pile rotation suppressing structure
JP2019039142A (en) * 2017-08-22 2019-03-14 旭化成建材株式会社 Steel pipe joint device
CN110016971A (en) * 2019-05-06 2019-07-16 河南绿建建筑科技有限公司 Steel concrete compound tube upper and lower level rapid abutting joint micromatic setting
CN112555575A (en) * 2020-11-19 2021-03-26 山东省邮电工程有限公司 Municipal works pipeline assembly
JP2021195860A (en) * 2020-06-11 2021-12-27 東京製綱株式会社 Steel pipe joint structure, prevention or protection facility, steel pipe pile construction method, steel pipe, support, and steel pipe pile
EP4001532A1 (en) * 2020-11-19 2022-05-25 Dingemas Ingenieria SLPU Joint for concrete-filled steel tubular structures
CN114892993A (en) * 2022-07-01 2022-08-12 山东宝冶建设有限公司 Steel cable laying equipment for prestressed steel structure in steel pipe body

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09158177A (en) * 1995-12-07 1997-06-17 Nkk Corp Joint structure of pile
JP2003090034A (en) * 2001-09-18 2003-03-28 Geotop Corp Joint structure of pile
JP2006226102A (en) * 2005-01-20 2006-08-31 Chiyoda Koei Kk Connecting joint of steel pipe
JP3128155U (en) * 2006-10-16 2006-12-28 株式会社サーマルエンジニアリング Protective material mounting member
JP2008069611A (en) * 2006-09-16 2008-03-27 Sansei:Kk Joint structure of steel pipe joint and steel pipe

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09158177A (en) * 1995-12-07 1997-06-17 Nkk Corp Joint structure of pile
JP2003090034A (en) * 2001-09-18 2003-03-28 Geotop Corp Joint structure of pile
JP2006226102A (en) * 2005-01-20 2006-08-31 Chiyoda Koei Kk Connecting joint of steel pipe
JP2008069611A (en) * 2006-09-16 2008-03-27 Sansei:Kk Joint structure of steel pipe joint and steel pipe
JP3128155U (en) * 2006-10-16 2006-12-28 株式会社サーマルエンジニアリング Protective material mounting member

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016156125A (en) * 2015-02-23 2016-09-01 新日鐵住金株式会社 Steel pipe pile rotation suppressing structure
JP2019039142A (en) * 2017-08-22 2019-03-14 旭化成建材株式会社 Steel pipe joint device
CN110016971A (en) * 2019-05-06 2019-07-16 河南绿建建筑科技有限公司 Steel concrete compound tube upper and lower level rapid abutting joint micromatic setting
JP2021195860A (en) * 2020-06-11 2021-12-27 東京製綱株式会社 Steel pipe joint structure, prevention or protection facility, steel pipe pile construction method, steel pipe, support, and steel pipe pile
JP7135057B2 (en) 2020-06-11 2022-09-12 東京製綱株式会社 Steel pipe joint structure, preventive or protective facility, steel pipe pile construction method, steel pipe, strut, and steel pipe pile
CN112555575A (en) * 2020-11-19 2021-03-26 山东省邮电工程有限公司 Municipal works pipeline assembly
EP4001532A1 (en) * 2020-11-19 2022-05-25 Dingemas Ingenieria SLPU Joint for concrete-filled steel tubular structures
CN112555575B (en) * 2020-11-19 2022-08-26 山东省邮电工程有限公司 Municipal works pipeline assembly
CN114892993A (en) * 2022-07-01 2022-08-12 山东宝冶建设有限公司 Steel cable laying equipment for prestressed steel structure in steel pipe body
CN114892993B (en) * 2022-07-01 2023-08-01 山东宝冶建设有限公司 Steel cable laying equipment of steel pipe body internal prestress steel structure

Also Published As

Publication number Publication date
JP5506088B2 (en) 2014-05-28

Similar Documents

Publication Publication Date Title
JP5506088B2 (en) Mechanical coupling
JP4995766B2 (en) Assembly comprising a plurality of sheet pile wall components and a welding strip for such an assembly
JP4753426B2 (en) Steel pipe joints
JP6861425B2 (en) H-section steel joint structure
JP5310198B2 (en) Steel pipe joint structure
JP4754397B2 (en) H-shaped steel joint structure and joining method
JP4710067B2 (en) Beam-column joint structure
JP2024041990A (en) Joint structure of channel steel
JP4474430B2 (en) Pile joint structure
JP2020037774A (en) Column-beam joining structure and building having column-beam joining structure
JP2013112953A (en) Steel pipe pile connection structure
JP4389570B2 (en) Connection structure of steel wall and reinforced concrete slab
JP2017078330A (en) Junction structure between steel column and h-shaped beam or i-shaped beam, and junction method therefor
JP2011132702A (en) Joint structure of steel pipe pile of rotary press-fitting type and construction method of the same
JP2009024436A (en) Mechanical joint of steel pipe pile
JP6388336B2 (en) Pile joint structure
JP6477552B2 (en) CONNECTION STRUCTURE USING STEEL TUBE PILLAR CONTAINED WITH CONCRETE AND ITS MANUFACTURING METHOD
WO2014188608A1 (en) Joint structure for posts
JP5999546B2 (en) Joint structure
JP6353647B2 (en) Seismic isolation device joint structure
JP4424236B2 (en) Steel pipe sheet pile joint structure and steel pipe sheet pile construction method
JP2008038367A (en) Disassemblable column/beam joint
JP6336773B2 (en) Joining structure and erection method of mountain retaining H-shaped steel pile
JP6871493B2 (en) Pile head reinforcement structure
JP7032758B2 (en) Pile head reinforcement structure and pile head reinforcement unit

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20130402

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20131209

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20131219

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20140210

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20140312

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20140317

R150 Certificate of patent or registration of utility model

Ref document number: 5506088

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250