JP4751350B2 - Steel pipe fittings - Google Patents

Steel pipe fittings Download PDF

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JP4751350B2
JP4751350B2 JP2007036835A JP2007036835A JP4751350B2 JP 4751350 B2 JP4751350 B2 JP 4751350B2 JP 2007036835 A JP2007036835 A JP 2007036835A JP 2007036835 A JP2007036835 A JP 2007036835A JP 4751350 B2 JP4751350 B2 JP 4751350B2
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steel pipe
cylinder
outer cylinder
hole
inner cylinder
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JP2008202636A (en
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若命善雄
宮下重徳
楢田智之
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株式会社設計室ソイル
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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、簡単な構造は図9に示すように、溶接による接続(図9左)、ネジによる接続(図9中央)、あるいはピンを貫通させる接続(図9右)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, as shown in FIG. 9, the simple structure includes a connection by welding (FIG. 9 left), a connection by screws (center of FIG. 9), or a connection through which a pin penetrates (right of FIG. 9). Not long before known.

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> 二本の鋼管の端部を直接溶接して連結する方法は、溶接に専門の溶接工を必要とし、作業には熟練と時間がかかり、雨天では作業ができないなど、不経済である。作業に時間のかけているうちに、既に挿入した鋼管が周囲の土圧を受けて強固に締め付けられてしまい、溶接後に与える回転力は大きなものを必要とする。
<2> 鋼管の端部にネジ筒を溶接し、このネジ筒によって接続する継手構造は、オス、メスのネジ筒を溶接する作業が必要であり、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。
<3> ピンを貫通する方法では、直径が同一では重ね合わせてピンを貫通するという作業ができないから、端部を膨張させた直径の異なる2本の鋼管を用意する必要があり、さらに現場では両方の鋼管を被せた状態で貫通穴を開口するという手数を要する不経済な方法となる。
<4> いずれの方法も、鋼管の一部に加工を施すという工程が必要となり、市販の鋼管に加工を施さず、そのまま利用して接続するという方法は実用化されていない。
The above-described conventional steel pipe joint member has the following problems.
<1> The method of directly welding and connecting the ends of two steel pipes requires a specialized welder for welding, and requires a lot of skill and time to work, and is inconvenient because it cannot be done in rainy weather. . As the work takes time, the already inserted steel pipe is tightly tightened by the surrounding earth pressure, and a large rotational force is required after welding.
<2> The joint structure in which the screw tube is welded to the end of the steel pipe and connected by this screw cylinder requires the work of welding the male and female screw cylinders, and if rotation is applied in the opposite direction, There is a problem that the connection is broken.
<3> In the method of penetrating the pins, if the diameters are the same, the work of overlapping and penetrating the pins cannot be performed. Therefore, it is necessary to prepare two steel pipes with different diameters whose ends are expanded. This is an uneconomical method that requires the trouble of opening the through hole with both steel pipes covered.
<4> In any method, a process of processing a part of the steel pipe is required, and a method of connecting and using a commercially available steel pipe without being processed is not put into practical use.

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、外筒の内部に内筒が位置する二重筒によって構成し、外筒には筒の中心軸に向けたネジ穴を設け、内筒には、ネジ穴に対応する位置に受け溝を形成し、接続鋼管を外筒と内筒との間に挿入して、ネジ穴にボルトをねじ込むことによって鋼管の一部を受け溝側へ膨出させる、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, a steel pipe joint member according to the present invention is a joint member that connects two steel pipes on the same axis, and the inner cylinder is located inside the outer cylinder. The outer cylinder is provided with a screw hole toward the central axis of the cylinder, the inner cylinder is formed with a receiving groove at a position corresponding to the screw hole, and the connecting steel pipe is interposed between the outer cylinder and the inner cylinder. It is characterized by a steel pipe joint member that is inserted and screwed into a screw hole to bulge a part of the steel pipe to the groove side .
.

さらに本発明は、同一軸線上に2本の鋼管を接続する継手部材であって、外筒の内部に内筒が位置する二重筒によって構成し、外筒には筒の中心軸に向けた貫通穴を設け、貫通穴の内側には、ナットを収納するナット座を凹設し、内筒には、ナット座に対応する位置に受け溝を形成し、接続鋼管を外筒と内筒との間に挿入して、ナット座にボルトをねじ込むことによって鋼管の一部を受け溝側へ膨出させる、鋼管の継手部材を特徴としたものである。 Furthermore, the present invention is a joint member for connecting two steel pipes on the same axis, and is constituted by a double cylinder in which the inner cylinder is positioned inside the outer cylinder, and the outer cylinder is directed to the central axis of the cylinder A through hole is provided, a nut seat for receiving the nut is recessed inside the through hole, a receiving groove is formed in the inner cylinder at a position corresponding to the nut seat, and the connecting steel pipe is connected to the outer cylinder and the inner cylinder. It is characterized by a steel pipe joint member that is inserted between the bolts and screwed into a nut seat to bulge part of the steel pipe to the groove side .

さらに本発明は、同一軸線上に2本の鋼管を接続する継手部材であって、外筒の内部に内筒が位置する二重筒と、外筒の外側に嵌合可能な反力リングによって構成し、外筒には筒の中心軸に向けた貫通穴を設け、反力リングには、反力リングを外筒の外側に嵌合した際に貫通穴に対応する位置に挿入孔を設け、貫通穴の内径はナットを収納できる寸法に構成し、内筒には、貫通穴に対応する位置に受け溝を形成し、接続鋼管を外筒と内筒との間に挿入して、反力リングの貫通穴のナットにボルトをねじ込むことによって鋼管の一部を受け溝側へ膨出させる、鋼管の継手部材を特徴としたものである。
Furthermore, the present invention is a joint member that connects two steel pipes on the same axis, and includes a double cylinder in which the inner cylinder is positioned inside the outer cylinder, and a reaction force ring that can be fitted to the outside of the outer cylinder. The outer cylinder is provided with a through hole toward the central axis of the cylinder, and the reaction force ring is provided with an insertion hole at a position corresponding to the through hole when the reaction force ring is fitted to the outside of the outer cylinder. The inner diameter of the through hole is configured to accommodate the nut, the inner cylinder is formed with a receiving groove at a position corresponding to the through hole, and the connecting steel pipe is inserted between the outer cylinder and the inner cylinder, The present invention is characterized by a steel pipe joint member in which a bolt is screwed into a through hole nut of a force ring to bulge a part of the steel pipe to the groove side .

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> 鋼管を溶接したり、穴を開けるような加工をしないで、継手治具のみを用いて迅速に接続することができる。すなわち鋼管には一切、加工することなく接続できる点が大きな特徴である。
<2> 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。
<3> 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、既に打設した鋼管が地中の土圧で締め付けられることがなく、小さい回転力によって回転を与えることができ経済的である。
<4> 鋼管は、外筒と内筒の間の狭い空間の内部において、受け溝の底部に向けて膨張して変形しているから、広い接触面で摩擦を得ることができ、その上に鋭角に形成した受け溝の鉛直縁が鋼管に食い込んでいるから大きな回転力であっても確実に伝達することができ、ボルト穴を形成した場合のような、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> It is possible to quickly connect using only the joint jig without welding the steel pipe or making a hole. That is, it is a great feature that it can be connected to a steel pipe without being processed.
<2> Even if the steel pipe is rotated in either the left or right direction, it is not disassembled like a screw.
<3> Since the work of connecting the steel pipes is simple and does not require skill or long time, the steel pipes that have already been placed are not clamped by the earth pressure in the ground, and can be rotated with a small rotational force. Economical.
<4> Since the steel pipe expands and deforms toward the bottom of the receiving groove in the narrow space between the outer cylinder and the inner cylinder, friction can be obtained with a wide contact surface, Since the vertical edge of the receiving groove formed at an acute angle bites into the steel pipe, even a large rotational force can be reliably transmitted, and there is no concern about shear failure as in the case where a bolt hole is formed.

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>本発明の用途。
本発明は、図8に示すように、2本の鋼管A、すなわち下側の鋼管A1の上端に、上側の鋼管A2の下端を同一軸線上に接続する際に使用する継手部材Bである。
本発明の継手部材Bによって接続した2本の鋼管Aは、上側の鋼管A2を吊り上げても下側の鋼管A1が離れないだけではなく、上側の鋼管A2に加えた回転力を下側の鋼管A1へ伝達することができる。
<1> Use of the present invention.
As shown in FIG. 8, the present invention is a joint member B that is used when two steel pipes A, that is, the lower end of the lower steel pipe A1 are connected to the lower end of the upper steel pipe A2 on the same axis.
The two steel pipes A connected by the joint member B of the present invention are not only separated from the lower steel pipe A1 even when the upper steel pipe A2 is lifted, but also the rotational force applied to the upper steel pipe A2 is applied to the lower steel pipe A2. Can be transmitted to A1.

<2>二重筒。
本発明の継手部材Bは、貫通した鋼製の筒体である外筒1と内筒2によって構成する。
すなわち、外筒1の内部に、同心円状に内筒2を位置させた二重筒である。
外筒1と内筒2との間には鍔状の連結棚板3を介在させ、この連結棚板3で連結して一体に構成することができる。
外筒1の内面と内筒2の外面との間隔は、接続する対象の鋼管Aの板厚よりも多少、広い間隔を設ける。
その結果、二重筒の上からと下から、外筒1と内筒2との間に別の鋼管Aを挿入して同一軸線上に配置することができる。
<2> Double cylinder.
The joint member B of the present invention is constituted by an outer cylinder 1 and an inner cylinder 2 which are steel cylinders penetrating.
That is, it is a double cylinder in which the inner cylinder 2 is positioned concentrically inside the outer cylinder 1.
Between the outer cylinder 1 and the inner cylinder 2, a bowl-shaped connection shelf 3 is interposed, and the connection shelf 3 can be connected to form an integral structure.
The distance between the inner surface of the outer cylinder 1 and the outer surface of the inner cylinder 2 is slightly larger than the thickness of the steel pipe A to be connected.
As a result, it is possible to insert another steel pipe A between the outer cylinder 1 and the inner cylinder 2 from above and below the double cylinder and arrange them on the same axis.

<3>外筒1。
外筒1の内径は、接続予定の鋼管Aを容易に挿入できるように、鋼管Aの外径よりも多少大きい寸法に形成する。
外筒1には適宜の位置に、外筒1の中心軸に向けたネジ穴11を設ける。ネジ穴11は、例えば外筒1の貫通孔の外側にナットを溶接して構成することができる。
あるいは外筒1の素材に直接ネジ切りをして構成することもできる。
このネジ穴11に、外筒1の外側からボルト12をねじ込んで、外筒1の内部に挿入した鋼管Aに変形を与える。
<3> Outer cylinder 1.
The inner diameter of the outer cylinder 1 is formed to be slightly larger than the outer diameter of the steel pipe A so that the steel pipe A to be connected can be easily inserted.
The outer cylinder 1 is provided with a screw hole 11 at an appropriate position toward the central axis of the outer cylinder 1. The screw hole 11 can be configured by welding a nut to the outside of the through hole of the outer cylinder 1, for example.
Alternatively, the material of the outer cylinder 1 can be directly threaded.
A bolt 12 is screwed into the screw hole 11 from the outside of the outer cylinder 1 to deform the steel pipe A inserted into the outer cylinder 1.

<4>内筒2。
内筒2は、外筒1の内側に位置する、長さの短い管体である。
内筒2の外径は、接続予定の鋼管Aの内部に容易に挿入できるように、鋼管Aの内径よりも多少、小さい寸法に形成する。
<4> Inner cylinder 2.
The inner cylinder 2 is a short tube located inside the outer cylinder 1.
The outer diameter of the inner cylinder 2 is formed to be slightly smaller than the inner diameter of the steel pipe A so that it can be easily inserted into the steel pipe A to be connected.

<5>受け溝。
内筒2の外側面には、特に受け溝21を形成する点が本発明の特徴のひとつである。(図3)
受け溝21とは、内筒2の外側の面より一定の深さだけ凹んだ構造のことである。
たとえば、溝や角穴、丸穴、すり鉢状の穴などによって形成するが、すべて底を備えた凹部であって、内筒2の内側まで貫通してはいない。
さらに「溝」と称するが、しかし道路に設けた側溝のように長さを備えたことを意味するものではなく、上記したように「穴」であってもよい。
反対に、長さを備えていて、受け溝21の上端が内筒2の上端に到達した構成を採用することもできる。その場合には内筒2の端面に受け溝21の切り込みが露出することになる。
図における受け溝21は、内筒2の外側面に連結棚板3に至るまで掘り込んで形成した実施例を示す。
しかし角穴、丸穴、すり鉢状の穴のように、連結棚板3に接続していない、有底の凹みとしてその部分だけを底付の穴の状態に凹設することも可能である。
受け溝21の左右の縁22、および上の縁22、構造によっては下の縁22は鋭角に形成される。
この受け溝21の位置は、外筒1に設けたネジ穴11の軸線上に、すなわちネジ穴11に対応する位置に形成する。
<5> Receiving groove.
One feature of the present invention is that a receiving groove 21 is formed on the outer surface of the inner cylinder 2. (Figure 3)
The receiving groove 21 is a structure that is recessed by a certain depth from the outer surface of the inner cylinder 2.
For example, it is formed by a groove, a square hole, a round hole, a mortar-like hole or the like, but all are concave portions having a bottom and do not penetrate to the inside of the inner cylinder 2.
Further, although referred to as a “groove”, it does not mean that a length is provided like a side groove provided on a road, and may be a “hole” as described above.
On the contrary, it is also possible to adopt a configuration having a length and having the upper end of the receiving groove 21 reaching the upper end of the inner cylinder 2. In that case, the notch of the receiving groove 21 is exposed at the end surface of the inner cylinder 2.
The receiving groove 21 in the figure shows an embodiment formed by digging into the outer surface of the inner cylinder 2 up to the connection shelf 3.
However, like a square hole, a round hole, or a mortar-shaped hole, it is also possible to provide only a bottomed recess as a bottomed recess that is not connected to the connecting shelf 3.
The left and right edges 22 and the upper edge 22 of the receiving groove 21 and the lower edge 22 depending on the structure are formed at an acute angle.
The position of the receiving groove 21 is formed on the axis of the screw hole 11 provided in the outer cylinder 1, that is, at a position corresponding to the screw hole 11.

<6>継手方法。
次に本発明の継手部材Bを使用した鋼管A1と鋼管A2の接続方法について説明する。
<6> Joint method.
Next, a method for connecting the steel pipe A1 and the steel pipe A2 using the joint member B of the present invention will be described.

<7>鋼管Aの挿入。(図8)
すでに地中に向けて鉛直に設置した先行する鋼管A1の上端に、本発明の継手部材Bの下部を嵌合する。
すなわち先行鋼管A1の上端が、継手部材Bの下部の外筒1と内筒2との間に挿入する状態で嵌合する。
次いで、継手部材Bの上部から、接続する鋼管A2の下部を挿入する。
すなわち接続鋼管A2の下端が、継手部材Bの上部の外筒1と内筒2との間に挿入する状態で嵌合する。
その場合に外筒1と内筒2との間を鍔状の連結棚板3で連結してあるから、鋼管A1、A2の端部は連結棚板3に当接して挿入寸法が決まることになる。
<7> Insert steel pipe A. (Fig. 8)
The lower part of the joint member B of the present invention is fitted to the upper end of the preceding steel pipe A1 that has already been installed vertically toward the ground.
That is, the upper end of the preceding steel pipe A1 is fitted in a state of being inserted between the outer cylinder 1 and the inner cylinder 2 below the joint member B.
Next, the lower part of the steel pipe A2 to be connected is inserted from the upper part of the joint member B.
That is, the lower end of the connection steel pipe A2 is fitted in a state of being inserted between the outer cylinder 1 and the inner cylinder 2 at the upper part of the joint member B.
In this case, since the outer cylinder 1 and the inner cylinder 2 are connected by the hook-shaped connecting shelf 3, the end portions of the steel pipes A1 and A2 are in contact with the connecting shelf 3 and the insertion dimension is determined. Become.

<8>ボルト12による加圧。(図4)
継手部材Bに鋼管Aを挿入することによって、ネジ穴11と受け溝21との間には鋼管Aが位置した状態となる。
このネジ穴11にボルト12をねじ込む。
ボルト12の先端はすぐに鋼管Aの外面に当接するが、ボルト12を強力にねじ込むことによって、その推進力により鋼管Aの一部が受け溝21側へ膨出し、受け溝21の底面に面接触する状態まで変形する。
受け溝21の周囲の縁22は鋭角に切り立っているから、特に変形がなされ易い。
継手部材Bのすべてのネジ穴11に、強力にボルト12をねじ込むことによって、下側に位置する先行する鋼管Aと、上に位置する接続する鋼管Aとは継手部材Bを介して同一線上に一体に接続されることになる。
<8> Pressurization with a bolt 12. (Fig. 4)
By inserting the steel pipe A into the joint member B, the steel pipe A is positioned between the screw hole 11 and the receiving groove 21.
Bolts 12 are screwed into the screw holes 11.
The tip of the bolt 12 immediately comes into contact with the outer surface of the steel pipe A. However, when the bolt 12 is screwed in strongly, a part of the steel pipe A bulges toward the receiving groove 21 due to the driving force, and the bottom surface of the receiving groove 21 faces the bottom surface. Deforms to contact.
Since the edge 22 around the receiving groove 21 is sharpened at an acute angle, it is particularly easily deformed.
The bolt 12 is strongly screwed into all the screw holes 11 of the joint member B, so that the preceding steel pipe A located on the lower side and the steel pipe A connected on the upper side are collinear with each other via the joint member B. They will be connected together.

<9>力の伝達。
以上のように構成すると、上側の鋼管Aから下側の鋼管Aへの鉛直方向の力は、中間の連結棚板3を介して下側の鋼管Aに伝達する。
回転力は次のように伝達する。
すなわち(1)受け溝21の内側に向けて変形した鋼管Aの膨出部が、受け溝21の周囲の縁22に食い込んで、確実に回転力を伝達する。
さらに(2)外筒1と内筒2の間の狭い隙間に挿入した鋼管Aは、受け溝21の位置で内側へ膨張して変形しているから、鋼管Aの変形面は受け溝21の底部と面接触して大きな摩擦を得ることがでる。
さらに(3)ボルトの先端と、変形した鋼管Aの間の摩擦力によって力が伝達する。この点は実験の後に解体してみると、ボルト先端によって鋼管Aの表面が一定の深さまで切り込まれていることからも明らかである。
<9> Force transmission.
If comprised as mentioned above, the force of the perpendicular direction from the upper steel pipe A to the lower steel pipe A will be transmitted to the lower steel pipe A via the intermediate | middle connection shelf board 3. FIG.
The rotational force is transmitted as follows.
That is, (1) The bulging portion of the steel pipe A deformed toward the inner side of the receiving groove 21 bites into the edge 22 around the receiving groove 21 and reliably transmits the rotational force.
Further, (2) since the steel pipe A inserted into the narrow gap between the outer cylinder 1 and the inner cylinder 2 is expanded and deformed inward at the position of the receiving groove 21, the deformation surface of the steel pipe A is the same as that of the receiving groove 21. A large friction can be obtained by surface contact with the bottom.
Furthermore, (3) force is transmitted by the frictional force between the tip of the bolt and the deformed steel pipe A. When this point is disassembled after the experiment, it is clear from the fact that the surface of the steel pipe A is cut to a certain depth by the bolt tip.

<10>他の実施例1。(図5)
以上の例では外筒1にネジ穴11を開設するに際して、外筒1の外側にナットを溶接したり、あるいは外筒1の素材にネジ切りを行う構成であった。
しかし、外筒1に直接ネジ穴11を開設しない構成を採用することもできる。
すなわち外筒1にはネジ穴11に代えて、ネジの切っていない、貫通穴13を筒の中心軸に向けて形成する。
そして貫通穴13の内側には、貫通穴13の断面よりも大きい面積の凹みである、ナット座14を凹設する。
このナット座14は、例えば六角形に形成し、そのナット座14へ市販の安価なナット15を収納できるように構成する。
内筒2には、ナット座14に対応する位置に受け溝21を形成し、この受け溝21の形成断面は、筒の中心軸に向けて広く形成し、受け溝21の外筒1側の縁22は鋭角に形成する。
すなわち内筒2の構成は前記の実施例と同じである。
この実施例の場合には、継手部材Bへの鋼管Aの挿入の前に、受け溝15側からナットを挿入してナット座14にナット15を嵌合しておく。
そしてこのナット15に対して、外部からボルト12をねじ込む。
ボルト12の回転による推進力によって鋼管Aの一部を変形させて受け溝21側へ膨出させる作用は、前記の実施例と同じである。
こうして外筒1にネジ穴11をネジ切りしたり、ナットを溶接することなく、ナット座14に嵌合した安価な市販のナット15を使用してボルト12の推進力の反力を取って鋼管Aを変形させ、接続することができる。
<10> Other embodiment 1. (Fig. 5)
In the above example, when the screw hole 11 is opened in the outer cylinder 1, a nut is welded to the outer side of the outer cylinder 1 or the material of the outer cylinder 1 is threaded.
However, a configuration in which the screw hole 11 is not directly opened in the outer cylinder 1 can be employed.
That is, instead of the screw hole 11, the outer cylinder 1 is formed with a through hole 13 that is not threaded toward the central axis of the cylinder.
A nut seat 14, which is a recess having a larger area than the cross section of the through hole 13, is provided inside the through hole 13.
The nut seat 14 is formed in a hexagonal shape, for example, and is configured so that a commercially available nut 15 can be stored in the nut seat 14.
A receiving groove 21 is formed in the inner cylinder 2 at a position corresponding to the nut seat 14, and the forming cross section of the receiving groove 21 is formed wide toward the central axis of the cylinder, and the receiving groove 21 is located on the outer cylinder 1 side. The edge 22 is formed at an acute angle.
That is, the configuration of the inner cylinder 2 is the same as that in the above embodiment.
In this embodiment, before inserting the steel pipe A into the joint member B, a nut is inserted from the receiving groove 15 side and the nut 15 is fitted to the nut seat 14.
Then, the bolt 12 is screwed into the nut 15 from the outside.
The action of deforming a part of the steel pipe A by the propulsive force generated by the rotation of the bolt 12 and causing the steel pipe A to bulge toward the receiving groove 21 is the same as in the above-described embodiment.
In this way, the steel pipe is obtained by using the inexpensive commercial nut 15 fitted to the nut seat 14 to remove the thrust force of the bolt 12 without threading the screw hole 11 into the outer cylinder 1 or welding the nut. A can be deformed and connected.

<11>他の実施例2。(図6)
この実施例では外筒1にはネジ穴11を設けず、さらにナット座14も設けず、単なる貫通穴13だけを形成する。
内筒2には、貫通穴13に対応する位置に受け溝21を形成し、受け溝21の外筒1側の縁22は鋭角に形成する。
一方、外筒1の外側に嵌合可能な反力リング4を使用する。
この反力リング4は一定の厚さと幅を有する鋼製の短筒であり、その内径は、外筒1の外径とほぼ等しく形成し、外筒1の外周に容易に嵌合しうるように構成する。
すると反力リング4は、外筒1の外周にベルトを巻きつけるような状態で嵌合することができる。
この反力リング4には、反力リング4を外筒1の外側に嵌合した際に貫通穴13に対応する位置に挿入孔41を設けておく。
この挿入孔41は、ボルト12の直径よりも大きく、しかしナット15の外径よりも小さい内径を有する穴であり、この挿入孔41は反力リング4を貫通している。
外筒1の貫通穴13の直径は、市販のナット15が挿入できる程度の大きさに形成してある。
鋼管Aを接続する場合には、反力リング4を外筒1の外周に嵌合しておき、鋼管Aの端部を、外筒1と内筒2の間の隙間に挿入する。
そして外筒1の貫通穴13にナット15をセットして、反力リング4の挿入孔41の位置と外筒1の貫通穴13の位置を一致させる。
そして挿入孔41にボルト12を挿入する。
ボルト12は反力リング4の挿入孔41を通過し、貫通穴13に収納したナット15にネジ込まれる。
このボルト12の推進力が鋼管Aを加圧して受け溝21の内部に膨出させ、水平方向の縁22と鉛直方向の縁22とが膨出部に食い込む機能は、他の実施例と同じである。
このように、外筒1にも反力リング4にもネジ穴を形成することなく、市販のナット15を貫通穴13内に嵌合してボルト12の推進力の反力を反力リング4から得て、鋼管Aを変形させ、接続することができる。
<11> Other embodiment 2. (Fig. 6)
In this embodiment, the outer cylinder 1 is not provided with the screw hole 11, and the nut seat 14 is not provided, and only the through hole 13 is formed.
In the inner cylinder 2, a receiving groove 21 is formed at a position corresponding to the through hole 13, and an edge 22 on the outer cylinder 1 side of the receiving groove 21 is formed at an acute angle.
On the other hand, a reaction force ring 4 that can be fitted to the outside of the outer cylinder 1 is used.
This reaction force ring 4 is a steel short cylinder having a certain thickness and width, and its inner diameter is formed to be substantially equal to the outer diameter of the outer cylinder 1 so that it can be easily fitted to the outer periphery of the outer cylinder 1. Configure.
Then, the reaction force ring 4 can be fitted in a state in which the belt is wound around the outer periphery of the outer cylinder 1.
The reaction force ring 4 is provided with an insertion hole 41 at a position corresponding to the through hole 13 when the reaction force ring 4 is fitted to the outside of the outer cylinder 1.
The insertion hole 41 is a hole having an inner diameter that is larger than the diameter of the bolt 12 but smaller than the outer diameter of the nut 15, and the insertion hole 41 passes through the reaction force ring 4.
The diameter of the through hole 13 of the outer cylinder 1 is formed to a size that allows a commercially available nut 15 to be inserted.
When connecting the steel pipe A, the reaction ring 4 is fitted to the outer periphery of the outer cylinder 1, and the end of the steel pipe A is inserted into the gap between the outer cylinder 1 and the inner cylinder 2.
Then, the nut 15 is set in the through hole 13 of the outer cylinder 1 so that the position of the insertion hole 41 of the reaction force ring 4 matches the position of the through hole 13 of the outer cylinder 1.
Then, the bolt 12 is inserted into the insertion hole 41.
The bolt 12 passes through the insertion hole 41 of the reaction force ring 4 and is screwed into the nut 15 accommodated in the through hole 13.
The propulsive force of the bolt 12 pressurizes the steel pipe A to bulge into the receiving groove 21, and the function of the horizontal edge 22 and the vertical edge 22 biting into the bulging portion is the same as in the other embodiments. It is.
Thus, without forming a screw hole in either the outer cylinder 1 or the reaction force ring 4, a commercially available nut 15 is fitted into the through hole 13, and the reaction force of the driving force of the bolt 12 is increased. The steel pipe A can be deformed and connected.

<12>他の実施例3。(図7)
鋼管Aに回転力を与える場合に、鋼管Aの上部の外周にキーとしての係合片17を溶接して突設おき、この係合片17を手がかりに回転力を伝達する構成である。
このような挿入方法を採用する場合には、係合片17の位置と形状に合わせて、継手Bの外筒1の下端に切り欠き16を形成しておく。
すると、すでに地中に設置した鋼管Aの上端に継手Bを挿入する際に、鋼管Aの係合片17に、上から嵌合した継手Bの切り欠き16を嵌合させて挿入すれば、確実に上部の鋼管Aの回転を下部の鋼管Aに伝達することができる、上記した受け溝21への鋼管の加圧と並行して、あるいは切り欠き16と係合片17の組み合わせだけを独立して利用できる。
<12> Other Example 3. (Fig. 7)
When a rotational force is applied to the steel pipe A, an engagement piece 17 as a key is welded to the outer periphery of the upper portion of the steel pipe A, and the rotational force is transmitted using the engagement piece 17 as a clue.
When such an insertion method is employed, a notch 16 is formed at the lower end of the outer cylinder 1 of the joint B in accordance with the position and shape of the engagement piece 17.
Then, when the joint B is inserted into the upper end of the steel pipe A already installed in the ground, the notch 16 of the joint B fitted from above is fitted into the engagement piece 17 of the steel pipe A and inserted, The rotation of the upper steel pipe A can be reliably transmitted to the lower steel pipe A. In parallel with the pressurization of the steel pipe to the receiving groove 21 described above, or only the combination of the notch 16 and the engagement piece 17 is independent. Can be used.

本発明の継手部材の実施例の切り欠き図。The notch figure of the Example of the coupling member of this invention. 継手部材の要部断面図。Sectional drawing of the principal part of a coupling member. 受け溝の構造の説明図。Explanatory drawing of the structure of a receiving groove. ボルトで加圧して鋼管を変形させた状態の説明図。Explanatory drawing of the state which pressurized with the volt | bolt and deformed the steel pipe. 他の実施例の説明図。Explanatory drawing of another Example. 他の実施例の説明図。Explanatory drawing of another Example. 他の実施例の説明図。Explanatory drawing of another Example. 鋼管と鋼管を接続する作業の説明図。Explanatory drawing of the operation | work which connects a steel pipe and a steel pipe. 従来の鋼管の間を接続する方法に説明図。Explanatory drawing in the method of connecting between the conventional steel pipes.

符号の説明Explanation of symbols

A:鋼管
B:継手部材
1:外筒
11:ネジ穴
14:ナット座
15:ナット
2:内筒
21:受け溝
22:縁
3:連結棚板
4:反力リング
A: Steel pipe B: Joint member 1: Outer cylinder 11: Screw hole 14: Nut seat 15: Nut 2: Inner cylinder 21: Receiving groove 22: Edge 3: Connection shelf board 4: Reaction force ring

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、
外筒の内部に内筒が位置する二重筒によって構成し、
外筒には筒の中心軸に向けたネジ穴を設け、
内筒には、ネジ穴に対応する位置に受け溝を形成し、
接続鋼管を外筒と内筒との間に挿入して、
ネジ穴にボルトをねじ込むことによって鋼管の一部を受け溝側へ膨出させる、
鋼管の継手部材。
A joint member connecting two steel pipes on the same axis,
Consists of a double cylinder in which the inner cylinder is located inside the outer cylinder,
The outer cylinder is provided with a screw hole toward the central axis of the cylinder,
In the inner cylinder, a receiving groove is formed at a position corresponding to the screw hole,
Insert the connecting steel pipe between the outer cylinder and the inner cylinder,
By screwing a bolt into the screw hole, a part of the steel pipe is swollen to the groove side,
Steel pipe joint member.
同一軸線上に2本の鋼管を接続する継手部材であって、
外筒の内部に内筒が位置する二重筒によって構成し、
外筒には筒の中心軸に向けた貫通穴を設け、
貫通穴の内側には、ナットを収納するナット座を凹設し、
内筒には、ナット座に対応する位置に受け溝を形成し、
接続鋼管を外筒と内筒との間に挿入して、
ナット座にボルトをねじ込むことによって鋼管の一部を受け溝側へ膨出させる、
鋼管の継手部材。
A joint member connecting two steel pipes on the same axis,
Consists of a double cylinder in which the inner cylinder is located inside the outer cylinder,
The outer cylinder is provided with a through hole toward the central axis of the cylinder,
A nut seat for storing the nut is recessed inside the through hole,
In the inner cylinder, a receiving groove is formed at a position corresponding to the nut seat,
Insert the connecting steel pipe between the outer cylinder and the inner cylinder,
By screwing a bolt into the nut seat, a part of the steel pipe is swollen to the groove side,
Steel pipe joint member.
同一軸線上に2本の鋼管を接続する継手部材であって、
外筒の内部に内筒が位置する二重筒と、
外筒の外側に嵌合可能な反力リングによって構成し、
外筒には筒の中心軸に向けた貫通穴を設け、
反力リングには、反力リングを外筒の外側に嵌合した際に貫通穴に対応する位置に挿入孔を設け、
貫通穴の内径はナットを収納できる寸法に構成し、
内筒には、貫通穴に対応する位置に受け溝を形成し、
接続鋼管を外筒と内筒との間に挿入して、
反力リングの貫通穴のナットにボルトをねじ込むことによって鋼管の一部を受け溝側へ膨出させる、
鋼管の継手部材。
A joint member connecting two steel pipes on the same axis,
A double cylinder in which the inner cylinder is positioned inside the outer cylinder;
Consists of a reaction force ring that can be fitted to the outside of the outer cylinder,
The outer cylinder is provided with a through hole toward the central axis of the cylinder,
The reaction ring is provided with an insertion hole at a position corresponding to the through hole when the reaction ring is fitted to the outside of the outer cylinder.
The inner diameter of the through hole is configured to accommodate the nut,
In the inner cylinder, a receiving groove is formed at a position corresponding to the through hole,
Insert the connecting steel pipe between the outer cylinder and the inner cylinder,
By screwing a bolt into the nut of the through hole of the reaction ring, a part of the steel pipe is received and bulged to the groove side.
Steel pipe joint member.
JP2007036835A 2007-02-16 2007-02-16 Steel pipe fittings Expired - Fee Related JP4751350B2 (en)

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JP5383938B1 (en) * 2013-01-28 2014-01-08 弘志 宮▲崎▼ Steel pipe pile joint, method for manufacturing steel pipe pile joint, and method for connecting steel pipe piles
JP5308587B1 (en) * 2013-01-28 2013-10-09 弘志 宮▲崎▼ Caulking jigs used for steel pipe pile joints
JP6470699B2 (en) * 2016-04-01 2019-02-13 東尾メック株式会社 Pile connection structure
JP6778031B2 (en) * 2016-06-29 2020-10-28 株式会社技研製作所 Pile component joint method, pile construction method, press-fitting machine, and claw member
JP6923143B2 (en) * 2019-03-28 2021-08-18 雅浩 菅野 Fittings for steel pipes

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