JP2005232705A - Joint member for steel pipe - Google Patents

Joint member for steel pipe Download PDF

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Publication number
JP2005232705A
JP2005232705A JP2004040180A JP2004040180A JP2005232705A JP 2005232705 A JP2005232705 A JP 2005232705A JP 2004040180 A JP2004040180 A JP 2004040180A JP 2004040180 A JP2004040180 A JP 2004040180A JP 2005232705 A JP2005232705 A JP 2005232705A
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Japan
Prior art keywords
steel pipe
receiving
tube
joint member
bottom plate
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JP2004040180A
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Japanese (ja)
Inventor
Yoshio Wakamei
若命善雄
Tomoyuki Narata
楢田智之
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SEKKEISHITSU SOIL KK
Soil Design Co Ltd
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SEKKEISHITSU SOIL KK
Soil Design Co Ltd
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Priority to JP2004040180A priority Critical patent/JP2005232705A/en
Publication of JP2005232705A publication Critical patent/JP2005232705A/en
Pending legal-status Critical Current

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Abstract

<P>PROBLEM TO BE SOLVED: To provide a joint member for a steel pipe for simply connecting two steel pipes to each other on the same axis while accurately transmitting a rotating force thereto. <P>SOLUTION: The joint member for the steel pipe comprises two steel pipe receiving cylinders with bottom plates. The receiving cylinders have steel pipe sockets opened via the common bottom plate in the opposite directions. On the inner faces of the steel pipe receiving cylinders, inclined protrusions are formed each of which protrudes gradually toward the center of the cylinder as going to the bottom plate. The bottom of each receiving cylinder has a center axis at the center the same as the center axis of the receiving cylinder. A bottom cylinder is provided therein whose outer diameter is not larger than the inner diameter of the steel pipe to be connected. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、鋼管の継手部材に関するものである。   The present invention relates to a steel pipe joint member.

回転力を伝える鋼管を、同一軸線上で接続して延長することが必要な場合がある。
その場合に、簡単な構造はネジによる接続、溶接による接続、あるいはピンを貫通させる接続などが、文献を挙げるまでもなく公知である。
It may be necessary to connect and extend steel pipes that transmit rotational force on the same axis.
In that case, a simple structure such as a screw connection, a welding connection, or a connection penetrating a pin is well known without mentioning literature.

前記した従来の鋼管の継手部材にあっては、次のような問題点がある。
<1> ネジを形成した継手構造は、簡単、確実であるが、ネジの加工に費用を要し、かつ反対方向に回転を与えると鋼管間の接続が解体してしまうという問題がある。
<2> 2本の鋼管の端部を溶接する方法は、溶接に専門の溶接工を必要とし、熟練と時間がかかり、不経済である。
<3> 鋼管の外径よりも内径の大きい短筒を使用し、その短筒の内部に両側から鋼管を挿入して横断方向からピンを貫通して接続する方法もある。その方法では、大きい回転力を伝達するためには直径の大きいピン穴を開口しなければならず、せん断破壊する可能性がある。
The above-described conventional steel pipe joint member has the following problems.
<1> The joint structure in which the screw is formed is simple and reliable. However, there is a problem in that the connection between the steel pipes is disassembled when the processing of the screw is expensive and the rotation is applied in the opposite direction.
<2> The method of welding the ends of the two steel pipes requires a special welder for welding, takes skill and time, and is uneconomical.
<3> There is also a method in which a short cylinder having an inner diameter larger than the outer diameter of the steel pipe is used, a steel pipe is inserted into the inside of the short cylinder from both sides, and a pin is penetrated and connected from the transverse direction. In that method, in order to transmit a large rotational force, a pin hole having a large diameter must be opened, which may cause a shear failure.

上記のような課題を解決するために本発明の鋼管の継手部材は、同一軸線上に2本の鋼管を接続する継手部材であって、底板を備えた2本の鋼管受筒より構成し、両受筒は、共通の底板を介して反対方向に鋼管受け入れ口を開口し、この鋼管受筒の内面には、底板方向に至るにしたがって、筒の中心方向へ徐々に突起する傾斜突起を突設させ、各受筒の底部の中央には、受筒の中心軸と同一の中心軸を備え、かつ接続対象の鋼管の内径寸法以下の外径を備えた底筒を設け、各受筒に反対方向から鋼管を加圧状態で挿入した場合に、鋼管へは、傾斜突起によって中心方向への変形を与えることができ、かつ底部中央の底筒の外径によって変形の限界を制限しうるように構成した、鋼管の継手部材を特徴としたものである。
In order to solve the above-described problems, the joint member of the steel pipe of the present invention is a joint member that connects two steel pipes on the same axis, and is composed of two steel pipe receptacles having a bottom plate, Both receiving cylinders open a steel pipe receiving port in the opposite direction through a common bottom plate, and the inner surface of this steel pipe receiving cylinder projects an inclined protrusion that gradually protrudes toward the center of the cylinder as it reaches the bottom plate. In the center of the bottom of each receiving tube, a bottom tube having a central axis identical to the central axis of the receiving tube and having an outer diameter equal to or smaller than the inner diameter of the steel pipe to be connected is provided. When a steel pipe is inserted under pressure from the opposite direction, the steel pipe can be deformed in the center direction by the inclined protrusion, and the limit of deformation can be limited by the outer diameter of the bottom tube at the center of the bottom. It is characterized by a steel pipe joint member.

本発明の鋼管の継手部材は以上説明したようになるから次のような効果を得ることができる。
<1> 鋼管を左右のいずれの方向に回転しても、ネジのように解体してしまうことがない。
<2> 鋼管を接続する作業が簡単であり、熟練や長い時間を要しないから経済的である。
<3> 回転力を鋼管の変形面で伝達するから、ボルト穴を開口した場合のようなせん断破壊の心配がない。
Since the steel pipe joint member of the present invention is as described above, the following effects can be obtained.
<1> Even if the steel pipe is rotated in either the left or right direction, it is not disassembled like a screw.
<2> The work of connecting steel pipes is simple and economical because it does not require skill or a long time.
<3> Since the rotational force is transmitted by the deformed surface of the steel pipe, there is no concern about shear failure as in the case of opening a bolt hole.

以下図面を参照にしながら本発明の好適な実施の形態を詳細に説明する。   DESCRIPTION OF EMBODIMENTS Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the drawings.

<1>全体の説明。
本発明の継手部材は、同一軸線上に2本の鋼管Pを接続する継手部材であって、全体で一体の筒状体である。
しかし、構造を分かり易くするために、2体の受筒1をその底板12で接続したという想定で説明する。
<1> Overall description.
The joint member of the present invention is a joint member for connecting two steel pipes P on the same axis, and is a cylindrical body as a whole.
However, in order to make the structure easy to understand, description will be made on the assumption that the two receiving cylinders 1 are connected by the bottom plate 12.

<2> 受筒1。
受筒1は、鋼管P受口11を開口し、底板12を備えた筒体である。
この受口11の内径は、接続対象の鋼管Pの外径よりも大きい寸法に構成する。したがって受口11から鋼管Pを容易に挿入することができる。
<2> Receptacle 1.
The receiving cylinder 1 is a cylindrical body that opens the steel pipe P receiving port 11 and includes a bottom plate 12.
The inner diameter of the receiving port 11 is configured to be larger than the outer diameter of the steel pipe P to be connected. Therefore, the steel pipe P can be easily inserted from the receiving port 11.

<3>傾斜突起13。
この鋼管P受筒1の内面には、受口11の付近から、底板12方向に至るにしたがって、筒の中心方向へ徐々に突起する傾斜突起13を突設させる。
この傾斜突起13は、受筒1の内面の2箇所以上、複数箇所(図の実施例では4箇所)に設ける。
ひとつの傾斜突起13のある位置における、受筒1の中心軸を横断する断面の寸法、すなわち仮想円の直径には一定の条件が必要である。
すなわち、受口11付近における傾斜突起13間の仮想円の直径は、接続対象の鋼管Pの外径よりも十分に大きい。したがって受口11からの鋼管Pの挿入は容易である。
しかし底板12付近における傾斜突起13間の仮想円の直径は、接続対象の鋼管Pの外径よりも十分に小さい。したがって鋼管Pを強い力で挿入した場合に、底板12付近では鋼管Pの一部は傾斜突起13によって受筒1の内側への変形を強制されることになる。
<3> Inclined protrusion 13.
On the inner surface of the steel pipe P receiving cylinder 1, an inclined protrusion 13 that protrudes gradually in the center direction of the cylinder from the vicinity of the receiving port 11 toward the bottom plate 12 is projected.
The inclined protrusions 13 are provided at two or more locations on the inner surface of the receiving tube 1 and at a plurality of locations (four locations in the illustrated embodiment).
A certain condition is required for the dimension of the cross section that crosses the central axis of the receiving cylinder 1 at the position where one inclined protrusion 13 is located, that is, the diameter of the virtual circle.
That is, the diameter of the virtual circle between the inclined protrusions 13 in the vicinity of the receiving port 11 is sufficiently larger than the outer diameter of the steel pipe P to be connected. Therefore, the steel pipe P can be easily inserted from the receiving port 11.
However, the diameter of the virtual circle between the inclined projections 13 in the vicinity of the bottom plate 12 is sufficiently smaller than the outer diameter of the steel pipe P to be connected. Therefore, when the steel pipe P is inserted with a strong force, in the vicinity of the bottom plate 12, a part of the steel pipe P is forced to deform inward of the receiving cylinder 1 by the inclined protrusion 13.

<4>底筒14。
受筒1の底部の中央には、底筒14を設ける。
この底筒14は、受筒1の中心軸と同一の中心軸を備えている。
さらにこの底筒14の外径は、接続対象の鋼管Pの内径よりも小さい。
そのために、鋼管Pの一部が傾斜突起13によって受筒1の内側への変形を強制された場合に、その内側への変形に一定の制限を与えることになる
<4> Bottom tube 14.
A bottom tube 14 is provided at the center of the bottom of the receiving tube 1.
The bottom cylinder 14 has the same central axis as the central axis of the receiving cylinder 1.
Furthermore, the outer diameter of the bottom cylinder 14 is smaller than the inner diameter of the steel pipe P to be connected.
Therefore, when a part of the steel pipe P is forced to be deformed inward of the receiving tube 1 by the inclined protrusion 13, a certain restriction is imposed on the inward deformation.

<5>受筒1の一体化。
上記したように、本発明の継手を、2本の鋼管P受筒1に分割して説明した。この2本の受筒1を、共通の底板12を介して反対方向に鋼管P受口11を開口して接続し、一体の継手を構成する。
<5> Integration of the receiving tube 1.
As described above, the joint of the present invention has been described by being divided into the two steel pipes P receiving cylinders 1. These two receiving cylinders 1 are connected by opening a steel pipe P receiving opening 11 in the opposite direction via a common bottom plate 12 to constitute an integral joint.

<6>並行面。
受口11付近から底板12に至る傾斜突起13は、全延長において同一の角度で設けることもできるが、その一部の角度を変更して設けることもできる。
そなわち、傾斜突起13の底筒14付近において、底筒14と対向する面の一部に並行面15を形成する。
この並行面15は、底筒14の外周面と並行に、受筒1の中心軸と並行方向に形成するものである。
<6> Parallel plane.
The inclined protrusions 13 extending from the vicinity of the receiving port 11 to the bottom plate 12 can be provided at the same angle in the entire extension, or a part of the angle can be changed.
That is, the parallel surface 15 is formed on a part of the surface facing the bottom tube 14 in the vicinity of the bottom tube 14 of the inclined protrusion 13.
The parallel surface 15 is formed in parallel with the central axis of the receiving tube 1 in parallel with the outer peripheral surface of the bottom tube 14.

<7>内側突起。
底板12に設けた底筒14の外周面に、受筒1の中心軸と並行方向に、内側突起16を突設することもできる。
この内側突起16は、ひとつの傾斜突起13と、隣接する傾斜突起13との間に位置するように配置する。
その結果、接続対象の鋼管Pには、傾斜突起13によって外側から、内側突起16によって内側から変形が与えられることになる。
<7> Inner protrusion.
An inner protrusion 16 may be provided on the outer peripheral surface of the bottom tube 14 provided on the bottom plate 12 in a direction parallel to the central axis of the receiving tube 1.
The inner protrusion 16 is disposed so as to be positioned between one inclined protrusion 13 and the adjacent inclined protrusion 13.
As a result, the steel pipe P to be connected is deformed from the outside by the inclined protrusion 13 and from the inside by the inner protrusion 16.

<8>鋼管Pの挿入。
次に本発明の継手部材Jを使用して、2本の鋼管Pを同一軸線上で接続する方法について説明する。
まず本発明の継手部材Jの両側の受口11から鋼管Pを挿入する。
その後に両鋼管Pを、継手部材Jの方向に向けて加圧する。
加圧方法は、公知の方法を利用できるが、例えば図7に示すような油圧ジャッキを使用した加圧装置Aを利用することも可能である。
この場合には鋼管Pを外周からクサビなどを使用して把持する把持環Bを使用し、2個の把持環Bの間をジャッキで連結する。
各把持環Bで各鋼管Pを把持してジャッキを短縮すれば、両鋼管Pは本発明の継手部材Jに向けて強力に挿入される。
なお、把持環Bを、ジャッキと並行方向のピンによって2分割可能に構成しておけば、把持環Bを自由な位置で鋼管Pに取り付けて継手部材Jの方向へ向けて加圧することができる。
<8> Insert the steel pipe P.
Next, a method of connecting two steel pipes P on the same axis using the joint member J of the present invention will be described.
First, the steel pipe P is inserted from the receiving ports 11 on both sides of the joint member J of the present invention.
Thereafter, both steel pipes P are pressurized toward the joint member J.
A known method can be used as the pressurizing method. For example, a pressurizing apparatus A using a hydraulic jack as shown in FIG. 7 can be used.
In this case, a grip ring B that grips the steel pipe P from the outer periphery using a wedge or the like is used, and the two grip rings B are connected by a jack.
If each steel pipe P is gripped by each gripping ring B and the jack is shortened, both steel pipes P are strongly inserted toward the joint member J of the present invention.
In addition, if the holding ring B is configured to be divided into two by a pin parallel to the jack, the holding ring B can be attached to the steel pipe P at a free position and pressurized toward the joint member J. .

<9>鋼管Pの変形。
挿入した鋼管Pへは、傾斜突起13によって中心方向への変形を与えられるが、底部中央の底筒14の外径によって変形の限界が制限される。すなわち外周からの押し出し力によって鋼管Pの端が過剰に内側へ変形してしまうことがない。
その結果、鋼管Pの端は、周囲から傾斜突起13が食い込み、内側面は、底筒14によって変形を阻止された状態で塑性変形する。
底筒14の周面に内側突起16を形成した場合には、さらに鋼管Pには内側から内側突起16が食い込んだ、より複雑な形状に変形する。
<9> Deformation of the steel pipe P.
The inserted steel pipe P is deformed in the center direction by the inclined protrusion 13, but the limit of deformation is limited by the outer diameter of the bottom tube 14 at the bottom center. That is, the end of the steel pipe P is not excessively deformed inward by the pushing force from the outer periphery.
As a result, the inclined projection 13 bites in from the periphery of the end of the steel pipe P, and the inner side surface is plastically deformed in a state where deformation is prevented by the bottom tube 14.
When the inner protrusion 16 is formed on the peripheral surface of the bottom tube 14, the steel pipe P is further deformed into a more complicated shape with the inner protrusion 16 biting in from the inner side.

<10>回転力の伝達。
両鋼管Pの端部は、本発明の継手部材Jを介して塑性変形した状態で接続が完了する。
その結果、両側のパイプPの軸方向力の伝達はもちろん、いずれの方向への回転力も良好に伝達することができる。
<10> Transmission of rotational force.
The ends of both steel pipes P are completely connected in a state of being plastically deformed via the joint member J of the present invention.
As a result, not only the axial force of the pipes P on both sides can be transmitted, but also the rotational force in either direction can be satisfactorily transmitted.

本発明の鋼管の継手部材の実施例の断面図。Sectional drawing of the Example of the coupling member of the steel pipe of this invention. 一部の斜視図。FIG. 鋼管を接続する前の状態の説明図。Explanatory drawing of the state before connecting a steel pipe. 継手部材の断面図。Sectional drawing of a coupling member. 変形後の鋼管の状態の説明図。Explanatory drawing of the state of the steel pipe after a deformation | transformation. 継手部材の他の実施例の断面図。Sectional drawing of the other Example of a coupling member. 鋼管を接続する状態の説明図。Explanatory drawing of the state which connects a steel pipe.

符号の説明Explanation of symbols

1:受筒
11:受口
12:底板
13:傾斜突起
14:底筒
J:本発明の継手部材
P:鋼管
1: receiving tube 11: receiving port 12: bottom plate 13: inclined projection 14: bottom tube J: joint member of the present invention P: steel pipe

Claims (3)

同一軸線上に2本の鋼管を接続する継手部材であって、
底板を備えた2本の鋼管受筒より構成し、
両受筒は、共通の底板を介して反対方向に鋼管受け入れ口を開口し、
この鋼管受筒の内面には、底板方向に至るにしたがって、筒の中心方向へ徐々に突起する傾斜突起を突設させ、
各受筒の底部の中央には、受筒の中心軸と同一の中心軸を備え、かつ接続対象の鋼管の内径寸法以下の外径を備えた底筒を設け、
各受筒に反対方向から鋼管を加圧状態で挿入した場合に、
鋼管へは、傾斜突起によって中心方向への変形を与えることができ、
かつ底部中央の底筒の外径によって変形の限界を制限しうるように構成した、
鋼管の継手部材。
A joint member connecting two steel pipes on the same axis,
Consists of two steel pipe receptacles with a bottom plate,
Both receiving tubes open steel pipe receiving openings in opposite directions through a common bottom plate,
On the inner surface of this steel tube receiving tube, as it reaches the bottom plate direction, an inclined protrusion that protrudes gradually toward the center of the tube is projected,
In the center of the bottom of each receiving tube, a bottom tube is provided that has the same central axis as the central axis of the receiving tube and has an outer diameter equal to or less than the inner diameter of the steel pipe to be connected,
When a steel pipe is inserted into each receiving tube from the opposite direction,
The steel pipe can be deformed in the center direction by the inclined protrusions,
And configured to be able to limit the limit of deformation by the outer diameter of the bottom cylinder in the center of the bottom,
Steel pipe joint member.
受け入れ口付近から底板に至る傾斜突起は、
底筒と対向する面の一部において、
底筒の外周面と並行に形成した並行面を、
受筒の中心軸と並行方向に形成した、
請求項1記載の、鋼管の継手部材。
The slanted protrusion from the vicinity of the receiving port to the bottom plate is
In a part of the surface facing the bottom tube,
A parallel surface formed in parallel with the outer peripheral surface of the bottom tube,
Formed in the direction parallel to the central axis of the receiving tube,
The steel pipe joint member according to claim 1.
底板に設けた底筒の外周面に、
変形付与の突起を、受筒の中心軸と並行方向に突設して構成した、
請求項1記載の、鋼管の継手部材。
On the outer peripheral surface of the bottom cylinder provided on the bottom plate,
The projections for imparting deformation are configured to project in a direction parallel to the central axis of the receiving cylinder.
The steel pipe joint member according to claim 1.
JP2004040180A 2004-02-17 2004-02-17 Joint member for steel pipe Pending JP2005232705A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2004040180A JP2005232705A (en) 2004-02-17 2004-02-17 Joint member for steel pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2004040180A JP2005232705A (en) 2004-02-17 2004-02-17 Joint member for steel pipe

Publications (1)

Publication Number Publication Date
JP2005232705A true JP2005232705A (en) 2005-09-02

Family

ID=35015947

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2004040180A Pending JP2005232705A (en) 2004-02-17 2004-02-17 Joint member for steel pipe

Country Status (1)

Country Link
JP (1) JP2005232705A (en)

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