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JP7679082B2 - Connection mechanism between steel pipe and fitting - Google Patents
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JP7679082B2 - Connection mechanism between steel pipe and fitting - Google Patents

Connection mechanism between steel pipe and fitting Download PDF

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JP7679082B2
JP7679082B2 JP2022063578A JP2022063578A JP7679082B2 JP 7679082 B2 JP7679082 B2 JP 7679082B2 JP 2022063578 A JP2022063578 A JP 2022063578A JP 2022063578 A JP2022063578 A JP 2022063578A JP 7679082 B2 JP7679082 B2 JP 7679082B2
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steel pipe
ring
tightening
temporary
blade
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JP2023154321A (en
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俊介 大賀
護 山島
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O.N.INDUSTRIES CO.LTD.
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Description

この発明は、建造物の屋内配管などに主として使用される鋼管と継手の接続機構に関する。 This invention relates to a connection mechanism between steel pipes and fittings that is primarily used for indoor piping in buildings.

この種の鋼管と継手の接続機構の従来技術としては、出願人らが先に提案した特許文献1に示される接続機構がある。この接続機構は、被係合部を端部に設けた継手本体と、該被係合部を内側に挿入して係合する係合環部を端部に有するロックリングホルダーとを、前記被係合部の外周に設けた係合突起を前記ロックリングホルダーの内周に設けた開口切欠部を通じて内周の奥へと押し込み挿入してから該開口切欠部と連通している内周に設けてある係合穴へ回転させて挿入して、ロックリングホルダーと継手とに引き抜き方向の力が作用した場合であっても抜け出ないように確固に接続できる構造の接続機構である。そして、常時はロックリングホルダーは鋼管を抜け方向への移動を阻止すると共に自身はロックリングによって引き抜き方向へ付勢されているので前記被係合部と係合穴内面との摩
擦が大となり円周方向への回転が阻止され緩むことはないようになされている。
A conventional technique for this type of connection mechanism between a steel pipe and a joint is the connection mechanism shown in Patent Document 1, which was proposed by the applicants. This connection mechanism is a connection mechanism that can firmly connect a joint body having an engaged part at its end and a lock ring holder having an engaging ring part at its end, into which the engaged part is inserted and engaged, by pushing and inserting an engaging protrusion on the outer periphery of the engaged part deep into the inner periphery through an opening notch on the inner periphery of the lock ring holder, and then rotating and inserting it into an engaging hole on the inner periphery that communicates with the opening notch. The lock ring holder and the joint are normally prevented from moving in the direction of removal from the steel pipe, and are themselves biased in the direction of removal by the lock ring, so that friction between the engaged part and the inner surface of the engaging hole becomes large, preventing rotation in the circumferential direction and preventing loosening.

また、特許文献2の鋼管と継手の接続機構は、端部外周に接合用の雄ねじを形成した継手と、該継手を内側に挿入して係合するための雌ねじを形成したナットとを、前記継手の端部を前記ナットの内側に挿入しつつ前記雄ねじに雌ねじを螺合させるためにナットを回転させて接続するものである。この際に、山型突起の端部側の傾斜面は継手の角部によって押圧され反対側の傾斜面はナットの傾斜角部によって押圧されることで、山型突起を有する鋼管が軸心方向への移動が阻止されて接続が完了する。このナットの傾斜角部は、鋼管の端部を山型に拡管する際に使用した拡管機の部材をそのまま使用することから、山型突起の傾斜面と傾斜角部は傾斜角度や表面形状が完全一致しているので密着が図られる。 The connection mechanism between a steel pipe and a fitting in Patent Document 2 connects a fitting with a male thread formed on the outer periphery of the end portion to a nut with a female thread formed for inserting the fitting inside and engaging it by inserting the end portion of the fitting into the inside of the nut and rotating the nut to screw the female thread onto the male thread. At this time, the inclined surface on the end side of the mountain-shaped protrusion is pressed by the corner of the fitting and the inclined surface on the opposite side is pressed by the inclined corner of the nut, preventing the steel pipe with the mountain-shaped protrusion from moving in the axial direction and completing the connection. The inclined corner of the nut uses the same parts of the pipe expander used to expand the end portion of the steel pipe into a mountain shape, so the inclined surface of the mountain-shaped protrusion and the inclined corner have a completely matching inclination angle and surface shape, ensuring close contact.

特許第4352434号公報Patent No. 4352434 WO2009/050823号公報WO2009/050823 publication

しかしながら、特許文献1の従来技術によれば、継手本体とロックリングホルダーとの接続時において、雄ねじを形成した被係合部を端部に設けた継手本体と、該被係合部を内側に挿入して係合する雌ねじを形成した係合環部を端部に有するロックリングホルダーとを、ねじ結合して接続しているので、長年の使用による建造物の振動や老化によってねじ結合が緩んで、鋼管内部を通過する流体漏れが発生する虞があるという問題点がある。 However, according to the conventional technology of Patent Document 1, when connecting the joint body and the lock ring holder, the joint body has an engaged part with a male thread at its end, and the lock ring holder has an engaging ring part with a female thread at its end, which engages when the engaged part is inserted inward, and is connected by screwing. This creates a problem in that the screw connection can loosen due to vibrations and aging of the structure caused by years of use, which can cause leakage of fluid passing through the inside of the steel pipe.

また、特許文献2の従来技術においても、継手の端部外周に形成した雄ねじとナットの内周に形成した雌ねじを螺合して接続しているので、前記と同様に、長年の使用による建造物の振動や老化によってねじ結合が緩んで、鋼管内部を通過する流体漏れが発生する虞があるという問題点がある。 In addition, in the conventional technology of Patent Document 2, the male thread formed on the outer periphery of the end of the joint is screwed into the female thread formed on the inner periphery of the nut to connect them, so there is the same problem as above that the screw connection may loosen due to vibrations and aging of the building over many years of use, which may cause leakage of fluid passing through the inside of the steel pipe.

この発明は上記の問題点を解決すべくなされたものであって、その手段とするところは以下の通りである。 This invention was made to solve the above problems, and its means of doing so are as follows:

端部側に山型突部を有する鋼管を継手とナットで挟んで接続する鋼管と継手の接続機構であって、前記継手は、内部に流体通路を有する連結筒部の端部の接続用筒部の内周側に前記鋼管の端部側の外周を挿通する中拡径部を有し、更に前記中拡径部より端部側にはこの中拡径部より更に径が大きく端部へ開口した大拡径部であるパッキン収納部を有し、前記連結筒部と前記接続用筒部の境界付近の外周には外方向へ延びる鍔部を有し、前記接続用筒部の外周の先端に円周方向に複数の係合羽根を所定間隔を開けて具備し、前記係合羽根から軸心方向に所定間隔を開けて且つ前記係合羽根の円周方向に開けた前記係合羽根の間隔の幅方向の間に位置するように複数の止台が設けられ、前記ナットは、前記接続用筒部の前記係合羽根の外周を外嵌する環状外筒部と、該環状外筒部の一端側において前記鋼管を挿通する管挿通孔を中央に形成すると共に前記鋼管の前記山型突部の内部側傾斜面を押圧する傾斜押圧面を具備した鋼管押圧部とを有し、前記環状外筒部内周には前記傾斜押圧面に近い方から順に本締リングと仮締リングを軸心方向に所定間隔を開けて相互に離接近不能で円周方向に回動自在に設けられ、前記仮締リングは前記環状外筒部と共に回転可能に配置される一方、前記本締リングは所定角度だけ独自の回動が可能とされており、前記本締リング及び前記仮締リングの内周側には円周方向の所定長さと中心方向への所定突出高さを有する本締羽根及び仮締羽根が夫々前記係合羽根の円周方向の長さ相当分以上の間隔を開けて設けられており、前記ナットの前記管挿通孔に挿通している前記鋼管の端部側を前記接続用筒部に挿入して、前記パッキン収納部に収納したパッキンで前記山型突部の端部側傾斜面を押圧し、且つ、前記傾斜押圧面で前記山型突部の前記内部側傾斜面を押圧することで、前記仮締リングの前記仮締羽根が前記止台に当たって軸心方向に移動不能に係止された、且つ、前記本締羽根が前記係合羽根の間隔に挟まれて回転不能の状態で、前記ナットの回転によって、前記仮締羽根が前記係合羽根の側面に位置して抜け方向への移動を阻止する仮締めを行ってから、前記ナットと前記継手の間隔を更に前記パッキンを縮小させるように締め付けて前記本締リングを回転させて、前記本締羽根が前記係合羽根の前記側面に移動不能の状態で位置させる本締めを行うことによって、前記環状外筒部から前記接続用筒部が抜け方向への力を阻止されながら相互に回転不能状態で前記継手と前記ナットを連結固定することを特徴とする鋼管と継手の接続機構としたところにある。 A connection mechanism between a steel pipe and a fitting, in which a steel pipe having a mountain-shaped protrusion on its end side is connected by sandwiching it between a fitting and a nut, said fitting having a medium expansion section on the inner periphery side of a connecting cylindrical section at the end of a connecting cylindrical section having a fluid passage inside, and further having a packing storage section which is a large expansion section with an even larger diameter than the medium expansion section and which opens to the end, on the end side of said medium expansion section, and a flange section which extends outward on the outer periphery near the boundary between said connecting cylindrical section and said connecting cylindrical section, and a plurality of engaging blades are provided at the tip of the outer periphery of said connecting cylindrical section at a predetermined interval in the circumferential direction, and a plurality of engaging blades are provided at a predetermined interval in the axial direction from said engaging blade and in the circumferential direction of said engaging blade. A plurality of stoppers are provided so as to be positioned between the widthwise intervals of the open engagement blades, and the nut has an annular outer tubular portion that fits the outer periphery of the engagement blades of the connection tubular portion, and a steel pipe pressing portion that forms a pipe insertion hole in the center at one end side of the annular outer tubular portion and is equipped with an inclined pressing surface that presses the inner side inclined surface of the mountain-shaped protrusion of the steel pipe, and on the inner circumference of the annular outer tubular portion, a final fastening ring and a temporary fastening ring are provided at a predetermined interval in the axial direction and are mutually inseparable and rotatable in the circumferential direction, in order from the side closest to the inclined pressing surface, and the temporary fastening ring is arranged rotatably together with the annular outer tubular portion, while the final fastening ring is arranged at a predetermined The main tightening ring and the temporary tightening ring are capable of independent rotation by a certain angle, and a main tightening blade and a temporary tightening blade, each having a predetermined circumferential length and a predetermined protruding height toward the center, are provided on the inner peripheral side of the main tightening ring and the temporary tightening ring at an interval equal to or greater than the circumferential length of the engagement blade, and the end side of the steel pipe inserted into the pipe insertion hole of the nut is inserted into the connection cylindrical portion, and the end side inclined surface of the mountain-shaped protrusion is pressed by the packing stored in the packing storage portion, and the inner side inclined surface of the mountain-shaped protrusion is pressed by the inclined pressing surface, whereby the temporary tightening blade of the temporary tightening ring comes into contact with the stopper and is locked so as not to move in the axial direction, and The connection mechanism for a steel pipe and a joint is characterized in that, when the final tightening blade is sandwiched between the engaging blades and cannot rotate, the nut is rotated to position the pre-tightening blade on the side of the engaging blade to prevent movement in the removal direction, and then the gap between the nut and the joint is further tightened to reduce the packing, and the final tightening ring is rotated to perform final tightening so that the final tightening blade is positioned on the side of the engaging blade in a state where it cannot move, thereby connecting and fixing the joint and the nut in a mutually non-rotatable state while preventing the force of the connecting tube portion in the removal direction from the annular outer tube portion.

前記環状外筒部内周に、本締リングと仮締リングを軸心方向に所定間隔を開けて相互に離接近不能で円周方向には回動自在に設けられる構造が、前記環状外筒部内周に設けた本締リング溝と該本締リング溝と軸心方向に所定間隔を開けて設けた仮締リング溝とにそれぞれの外周囲が回動自在に嵌め込まれた構造であることを特徴とする鋼管と継手の接続機構としたことにある。 The structure in which the main tightening ring and the temporary tightening ring are arranged on the inner circumference of the annular outer cylinder at a predetermined distance in the axial direction so that they cannot move away from each other and can rotate freely in the circumferential direction is characterized in that the outer circumferences of the main tightening ring groove and the temporary tightening ring groove arranged at a predetermined distance in the axial direction from the main tightening ring groove are fitted rotatably into each other.

前記本締リングと仮締リングは、輪の一部を切り欠いた切欠部の両端部に夫々引掛部又は係止頭部を有する弾力性のある輪である鋼管と継手の接続機構としたことにある。 The main tightening ring and temporary tightening ring are elastic rings with hooks or locking heads at both ends of the cutout, which acts as a connection mechanism between the steel pipe and the fitting.

前記本締リングが金属材料で前記仮締リングが合成樹脂材料からなる鋼管と継手の接続機構としたことにある The main tightening ring is made of metal material and the temporary tightening ring is made of synthetic resin material to connect the steel pipe and the joint.

前記止台と前記係合羽根間隔の間の軸心方向に所定間隔を空ける回転止棒を設けた鋼管と継手の接続機構としたことにある。 The connecting mechanism between the steel pipe and the joint is provided with a rotation stop bar that provides a predetermined distance in the axial direction between the stop block and the engaging blade interval .

前記仮締リングの前記仮切欠部の両端部に設けた係止頭部に、前記本締リング方向に膨らみ部を持たせた鋼管と継手の接続機構としたことにある。 The provisional fastening ring has a locking head provided at both ends of the provisional notch , the locking head having a bulge in the direction of the final fastening ring, thereby forming a connection mechanism between the steel pipe and the joint.

前記本締リングの引掛部の近傍の外周に係止突部を設けたことを特徴とする鋼管と継手の接続機構としたことにある。 The connection mechanism between the steel pipe and the joint is characterized by the provision of a locking protrusion on the outer periphery near the hook portion of the tightening ring.

この発明によると、端部側に山型突部を有する鋼管と継手とを接続する際に、ナットの管挿通孔に挿入されている鋼管の山型突部の内部側傾斜面にナットの傾斜押圧面を当て、ナットの環状外筒部内に継手の接続用筒部を挿入してから、ナットの回転をして仮締リングによる継手とナットの仮連結及び締付後の本締リングの回転による本連結によって確固に接続される。そして、接続後は本締リングや仮締リングによって長年の建造物の振動などによっても接続が緩むことがない。又、鋼管に引張り方向の力が作用した場合には、ナットに固定されている本締リングが継手の係合羽根に引き抜き方向への力が阻止されて抜け出ることがない。同時に、端部側傾斜面に圧着しているパッキンの圧着が緩むことがないので流体漏れを有効に阻止できる。 According to this invention, when connecting a steel pipe having a mountain-shaped protrusion on the end side to a fitting, the inclined pressing surface of the nut is placed against the inner inclined surface of the mountain-shaped protrusion of the steel pipe inserted into the pipe insertion hole of the nut, the connecting tube of the fitting is inserted into the annular outer cylindrical part of the nut, and then the nut is rotated to temporarily connect the fitting and the nut with the temporary tightening ring, and after tightening, the final connection is made by rotating the final tightening ring, which firmly connects the fitting and the nut. After connection, the final tightening ring and the temporary tightening ring will not loosen the connection even due to vibrations of the building over many years. Also, when a tensile force is applied to the steel pipe, the final tightening ring fixed to the nut will not come out because the force in the pull-out direction is prevented by the engaging blade of the fitting. At the same time, the packing crimped to the end side inclined surface will not loosen, effectively preventing fluid leakage.

前記環状外筒部内周に、本締リングと仮締リングを軸心方向に所定間隔を開けて相互に離接近不能で円周方向には回動自在に設けられる構造が、前記環状外筒部内周に設けた本締リング溝と該本締リング溝と軸心方向に所定間隔を開けて設けた仮締リング溝とにそれぞれの外周囲が回動自在に嵌め込まれた構造であれば、環状外筒部の内周においては回転自在であるが軸心方向への移動はしなく、即ち引抜き方向への力に対しては強く阻止出来、しかも仮締リング、本締リングの着脱も容易に行える。 If the structure in which the main fastening ring and the temporary fastening ring are arranged on the inner circumference of the annular outer cylinder at a predetermined distance in the axial direction so that they cannot move away from each other and can rotate freely in the circumferential direction is such that the outer circumferences of the main fastening ring grooves on the inner circumference of the annular outer cylinder and the temporary fastening ring grooves arranged at a predetermined distance in the axial direction from the main fastening ring grooves are fitted rotatably, the rings can rotate freely on the inner circumference of the annular outer cylinder but cannot move in the axial direction, i.e. they can be strongly prevented from moving against forces in the pull-out direction, and the temporary fastening ring and the main fastening ring can be easily attached and detached.

前記本締リングと仮締リングは、輪の一部を切り欠いた切欠部の両端部に夫々引掛部又は係止頭部を有する弾力性のある輪であるので、輪を変形させて直径に変化を加えることが出来るので、本締リング溝、仮締リング溝への着脱が容易である。引掛部、係止頭部によりそれぞれのリングの切欠部がそれぞれの溝の中に入り込まない。 The main and temporary fastening rings are elastic rings with hooks or locking heads on both ends of the notch, so the diameter can be changed by deforming the ring, making them easy to attach to and detach from the main and temporary fastening ring grooves. The hooks and locking heads prevent the notch of each ring from getting into the respective grooves.

前記仮締リングが合成樹脂材料であれば係止頭部などの成型加工が金属に較べて容易であり且つ材料費も安価である。前記本締めリングが金属材料であれば耐久性に富み長年の使用に耐え得る。 If the temporary fastening ring is made of a synthetic resin material, the fastening head and other parts can be molded more easily than with metal, and the material costs are also lower. If the final fastening ring is made of a metal material, it is highly durable and can withstand many years of use.

前記回転止棒を設けた場合には、ナットを押し込む際に本締リングと仮締リングの軸方向へのスライドが容易で且つナットの回転を阻止できる。 When the anti-rotation rod is installed, the tightening ring and the temporary tightening ring can slide easily in the axial direction when the nut is pushed in, and the nut can be prevented from rotating.

前記仮締リングの両端部に設けた係止頭部に、幅方向に膨らみ部を持たせた場合には、リング溝がない開口部において本締リングとの間に所定間隔を保持できるようになるので、開口部においても本締リングと仮締リングの間隔距離を適切に保持できる。 If the locking heads at both ends of the temporary fastening ring are given a bulge in the width direction, a predetermined distance can be maintained between the main fastening ring and the temporary fastening ring in an opening that does not have a ring groove, so that the distance between the main fastening ring and the temporary fastening ring can be appropriately maintained even in the opening.

本締リングの両端部に設けた引掛部の近傍の外周に係止突部を設けた場合には、この係止突部がそれぞれの溝の入り口にある周壁に係止されて仮締時及び本締時における本締リングの緩みを防止できる。 If a locking projection is provided on the outer circumference near the hooks at both ends of the final tightening ring, this locking projection will lock into the peripheral walls at the entrance to each groove, preventing the final tightening ring from loosening during provisional tightening and final tightening.

前記継手とナットの間に前記鋼管の端部に形成してある山型突部の2つの傾斜面を両方から挟んで前記継手とナットを対峙させて前記鋼管を保持するように相接近させる方向に移動させてから仮連結する仮締作業工程と、該仮締作業工程の後に更に前記継手とナットを相近接させる方向に締め付けて本連結する本締作業工程と、の2工程を有するものである。即ち、まず、仮締リングによって一時的に仮連結された配管網を仮構築する。多数の継手と管を同じ作業の繰り返しで効率よく配管現場作業が行える。例えば、配管の設置付近に針金で吊り下げた配管網を仮構築してから、継手とナットを更に締付けてから本締リングを回転させて本連結して設置場所に固定して行く作業をすると能率よく配管設置作業が出来る。又、この構築した配管網を補修等により取り外す場合にも、連結時の本締リング及びナットのそれぞれの回転方向と逆回転の作業をするだけで簡単に行える。 The method has two steps: a temporary tightening process in which the two inclined surfaces of the mountain-shaped protrusions formed on the end of the steel pipe are sandwiched between the joint and the nut, and the joint and the nut are moved in a direction to approach each other so as to hold the steel pipe, and then the temporary tightening process is performed. After the temporary tightening process, the joint and the nut are further tightened in a direction to bring them closer together to make a permanent connection. That is, first, a piping network temporarily connected by a temporary tightening ring is temporarily constructed. By repeating the same work for many joints and pipes, piping work on site can be efficiently performed. For example, piping installation work can be efficiently performed by temporarily constructing a piping network suspended by wire near the installation location, further tightening the joints and nuts, and then rotating the tightening ring to make a permanent connection and fix it to the installation location. In addition, when removing this constructed piping network for repairs, etc., it can be easily performed by simply rotating the tightening ring and nut in the opposite direction to the direction of rotation when connecting them.

前記仮連結及び本連結が、それぞれ前記ナットに設けてある仮締リング、本締リングを前記ナットと共に又はナット内で回転させて継手に係合して行うものであるから、作業が簡単で効率よく行うことが出来る。 The temporary and final connections are performed by rotating the temporary and final tightening rings provided on the nut together with the nut or within the nut to engage with the joint, making the work simple and efficient.

前記仮締リングが合成樹脂材料からなり、前記本締リングが金属材料からなるので、一時的に連結する仮締リングは成型加工し易く安価な材料費で出来、永年に亘って連結する本締リングは金属材料としたので耐久性と強度の強いものとすることが出来る。 The temporary fastening ring is made of a synthetic resin material and the main fastening ring is made of a metal material, so the temporary fastening ring, which connects temporarily, is easy to mold and can be made of inexpensive materials, while the main fastening ring, which connects for many years, is made of a metal material and is therefore durable and strong.

この発明の実施形態の鋼管と継手の接続状態の断面斜視図FIG. 1 is a cross-sectional perspective view of a steel pipe and a joint according to an embodiment of the present invention; 図1の分解斜視図FIG. 2 is an exploded perspective view of FIG. ナットの継手側からの正面斜視図Front perspective view of the nut from the joint side 図3のX-X線部分断面 Partial cross-sectional view taken along line XX in FIG. 図3のY-Y線部分断面図4 is a partial cross-sectional view taken along line Y-Y of FIG. 継手とナットの接続直前の斜視図A perspective view of the joint and nut just before they are connected 継手にナットを嵌め込んだ時の本締羽根と仮止羽根及び係合羽根の位置関係を示す継手の斜視説明図FIG. 1 is a perspective view of a joint showing the positional relationship between the final fastening blade, the temporary fastening blade, and the engagement blade when the nut is fitted into the joint; 本締リングの仮止突部が開口部壁に係止される正面斜視図FIG. 13 is a front perspective view showing how the temporary locking protrusion of the final fastening ring is locked to the wall of the opening. ナットと共に仮締リングを回転させて仮締羽根を係合羽根横に移動したナットの内部説明図An explanatory diagram of the inside of the nut in which the temporary fastening ring is rotated together with the nut to move the temporary fastening blade to the side of the engagement blade. 図9の本締羽根と仮止羽根及び係合羽根の位置関係を示す継手の斜視説明図FIG. 10 is a perspective view of a joint showing the positional relationship between the main fastening blade, the temporary fastening blade, and the engagement blade of FIG. 図9の状態から継手とナットを相接近する方向へ締め付けた時のナットの内部説明図FIG. 10 is an explanatory diagram of the inside of the nut when the joint and the nut are tightened in the direction approaching each other from the state of FIG. 9. 図11の本締羽根と仮締羽根及び係合羽根の位置関係を示す継手の斜視説明図FIG. 12 is a perspective view of a joint showing the positional relationship between the main tightening blade, the provisional tightening blade, and the engagement blade of FIG. 図11の状態から継手とナットを更に相接近させてから本締リングのみを回転させて本締めした時のナットの内部説明図FIG. 12 is an explanatory diagram of the inside of the nut when the joint and the nut are brought closer together from the state of FIG. 11 and then the final tightening ring is rotated to final tighten the nut. 図13の本締羽根と仮止羽根及び係合羽根の位置関係を示す継手の斜視説明図FIG. 14 is a perspective view of the joint showing the positional relationship between the main fastening blade, the temporary fastening blade, and the engagement blade of FIG. 図13、図14の本締リングの本締突起が開口部壁に係止される正面斜視図FIG. 15 is a front perspective view showing how the fastening projection of the fastening ring of FIG. 13 and FIG. 14 is engaged with the opening wall; 継手とナットの接続完了時の開口部を中心とする外観斜視図A perspective view of the appearance of the joint and nut with the opening in the center at the time of completion of connection 鋼管の山型突部を形成する拡管機の断面説明図Cross-sectional view of a pipe expander for forming angled protrusions on steel pipes

この発明の鋼管と継手の接続機構の最良の実施形態について、以下図を参考にしつつ説明する。
この鋼管と継手の接続機構1は、図1に示されるように、鋼管2の先端を継手3の端部から差し込んで、鋼管2の一方の端部2a側に形成している山型突部21の端部側傾斜面21aと内部側傾斜面21bとを連結された継手3とナット4で挟み込んで固定することにより接続する接続機構である。
The best mode for carrying out the present invention for implementing the connecting mechanism between a steel pipe and a joint will now be described with reference to the accompanying drawings.
As shown in Figure 1, this connection mechanism 1 between a steel pipe and a fitting is a connection mechanism in which the tip of a steel pipe 2 is inserted into the end of a fitting 3, and the end side inclined surface 21a and the inner side inclined surface 21b of a mountain-shaped protrusion 21 formed on one end 2a of the steel pipe 2 are clamped and fixed between the connected fitting 3 and nut 4 to connect them.

前記鋼管2は、前記のように一方の端部2a側の傾斜面21aと傾斜面21bの2つの傾斜面をからなる山型突部21を有するステンレス、鉄、金属合金などからなる厚さが薄肉の長尺な管体が一般的に用いられ、その内部の流体通路は令温水、水道水などの液体や蒸気、ガス、空気などの気体の流体の通過経路となる。これらの鋼管2は主として建造物の屋内配管に用いられるが、この配管工事は狭い空間内の施工現場が多いので、長尺な鋼管2を搬入して必要な長さに切断し難い時には予め工場で切断された鋼管2や、更には、予めこれら切断された鋼管2に接続された継手3と共に施工現場まで搬送されて、或いは現場で接続され組み立てられて敷設されてゆく。 The steel pipe 2 is generally a thin, long pipe body made of stainless steel, iron, metal alloy, etc., having a mountain-shaped protrusion 21 consisting of two inclined surfaces, inclined surface 21a and inclined surface 21b, on one end 2a side, as described above, and its internal fluid passage is a passageway for liquids such as hot water and tap water, and gaseous fluids such as steam, gas, and air. These steel pipes 2 are mainly used for indoor piping in buildings, but since this piping work is often carried out at construction sites in narrow spaces, when it is difficult to transport and cut a long steel pipe 2 to the required length, the steel pipe 2 cut in advance at a factory, or even the joints 3 connected to these cut steel pipes 2 in advance, are transported to the construction site, or are connected, assembled, and laid on site.

前記継手3は、L字形状のエルボ、T字形状のテイー、三方に分岐するクロス、両端の径の長さが異なるレジューサなどの構造形状から施工現場に応じて選択される連結筒部31と、この連結筒部31の端部に設けている接続用筒部32を有する。又、連結筒部31と接続用筒部32の境界付近の外周には接続用筒部32より大径で外方向へ延びる鍔部33を有している。図1、2等に示されているように、この実施形態では、連結筒部31としては、短い直線状で外形が六角形で内部が円形の流体通路34を用いている。 The joint 3 has a connecting tube 31, the structural shape of which can be selected according to the construction site from among an L-shaped elbow, a T-shaped tee, a cross that branches in three directions, a reducer with different diameters at both ends, etc., and a connecting tube 32 provided at the end of the connecting tube 31. In addition, a flange 33 that is larger in diameter than the connecting tube 32 and extends outward on the outer periphery near the boundary between the connecting tube 31 and the connecting tube 32 is provided. As shown in Figures 1 and 2, in this embodiment, a short, straight fluid passage 34 with a hexagonal exterior and a circular interior is used as the connecting tube 31.

前記連結筒部31は、内部に鋼管2の内径と略等しい内径の前記流体通路34を有している。そして、この連結筒部31の一方又は両端部には、流体通路34と連続する前記接続用筒部32が突出して設けられているが、図1、図2には一方の端部にのみ設けた実施態様が示されている。この接続用筒部32の内側には前記鋼管2の端部2a側の外周を挿通する前記流体通路34より径の大きい中拡径部35を有し、更にこの中拡径部35より先端側にはこの中拡径部35より更に径が大きく先端へ開口した大拡径部36を形成して、この大拡径部32と中拡径部35の段差で形成される差壁面35aと大拡径部36とで環状のパッキン5を収納するパッキン収納部36aとしている。 The connecting tubular portion 31 has the fluid passage 34 inside, the inner diameter of which is approximately equal to the inner diameter of the steel pipe 2. The connecting tubular portion 32, which is continuous with the fluid passage 34, is provided protruding from one or both ends of the connecting tubular portion 31, but Figs. 1 and 2 show an embodiment in which it is provided only at one end. The connecting tubular portion 32 has a medium expansion portion 35 on the inside, which has a larger diameter than the fluid passage 34 that passes through the outer periphery of the end 2a side of the steel pipe 2, and a large expansion portion 36, which is even larger in diameter than the medium expansion portion 35 and opens to the tip, is formed on the tip side of the medium expansion portion 35, and the difference wall surface 35a formed by the step between the large expansion portion 32 and the medium expansion portion 35 and the large expansion portion 36 form a packing storage portion 36a that stores annular packing 5.

前記接続用筒部32の外周の先端には、図7に示すように、係合羽根32a間の間隔Kを開けて6つの円弧直方体形状の係合羽根2aが円周方向に一列に設けられ、夫々所定の係合羽根32aは円周方向の長さL、継手3の中心の軸心方向でもある幅方向の長さS、接続用筒部32の外周面からの突出高さHを有している。更に、この夫々の係合羽根32aの一端側からは幅方向に鍔部33に向かって係合羽根32aの突出高さHより背が低い6つの回転止棒32bが設けられている。又、この回転止棒32bの鍔部33との接続位置から鍔部33の根元に沿って回転止棒32bより背が低く、円周方向の長さ及び幅方向の長さが夫々係合羽根32aの長さL、幅方向の長さSと略同じである止台32cが6つ設けられている。この止板32と前記係合羽根32aとの幅方向の間隔距離は、略係合羽根32aの幅方向の長さSより少し長く開けており、且つ、係合羽根32aと軸心方向に重ならない位置に配置されている。 7 , six arc-shaped rectangular parallelepiped engaging blades 2a are provided in a row in the circumferential direction at the tip of the outer periphery of the connecting tubular portion 32 with a distance K between the engaging blades 32a, and each of the engaging blades 32a has a circumferential length L, a widthwise length S which is also the axial direction of the center of the joint 3, and a protruding height H from the outer periphery of the connecting tubular portion 32. Furthermore, six rotation stop rods 32b are provided from one end side of each of the engaging blades 32a in the widthwise direction toward the flange portion 33, and are shorter than the protruding height H of the engaging blade 32a. In addition, six stop bases 32c are provided along the base of the flange portion 33 from the connection position of the rotation stop rods 32b with the flange portion 33, and are shorter than the rotation stop rods 32b, and have circumferential and widthwise lengths approximately equal to the length L and widthwise length S of the engaging blades 32a, respectively. The widthwise spacing between this stop plate 32 and the engaging blade 32a is slightly longer than the widthwise length S of the engaging blade 32a, and the stop plate 32 is disposed at a position not overlapping with the engaging blade 32a in the axial direction.

前記ナット4は、図1~6においてよく現れているように袋ナットが用いられ、前記継手3の接続用筒部32を内側に挿入して接合する環状外筒部41と、該環状外筒部41の軸心方向の一端部において、前記鋼管2を挿通する管挿通孔42を中央に形成した鋼管押圧部43が形成されている。前記環状外筒部41の内周面には、鋼管押圧部43側から順にテーパー状の傾斜押圧面44、本締リング6の外周縁部61を挿入する円周状の本締リング溝45、この本締リング溝45と間隔を開けて仮締リング7の外周縁部71を挿入する円周状の仮締リング溝46が設けられている。 The nut 4 is a cap nut as shown in Figures 1 to 6, and includes an annular outer cylindrical portion 41 into which the connecting cylindrical portion 32 of the joint 3 is inserted for joining, and a steel pipe pressing portion 43 with a pipe insertion hole 42 formed in the center for inserting the steel pipe 2 at one end of the axial direction of the annular outer cylindrical portion 41. The inner peripheral surface of the annular outer cylindrical portion 41 is provided with a tapered inclined pressing surface 44, a circumferential tightening ring groove 45 into which the outer peripheral edge portion 61 of the tightening ring 6 is inserted, and a circumferential temporary tightening ring groove 46 into which the outer peripheral edge portion 71 of the temporary tightening ring 7 is inserted at a distance from the main tightening ring groove 45.

この実施形態では、図4、5に良く示されるように、本締リング6と仮締リング7の幅の厚さ及び直径は等しく形成されているので、本締リング溝45と仮締リング溝46の横幅及び溝の直径は略同じである。更に、両リング溝45、46の間隔Nは本締リング45の幅の厚さ相当分開けられており、又、仮締リング溝46と環状外筒部43と反対側の環状外筒部41の円周端面47との間隔Mも本締リンク6の幅の厚さ相当分開けられている。それら2つの間隔N、Mを形成する仕切内周枠48の形状は夫々円周端面47から鋼管押圧部43方向に下るテーパー状に形成された滑り傾斜面として、円周端面47側からの本締リング6及び仮締リング7を夫々本締リング溝45及び仮締リング溝46に嵌め込み易くしている。 In this embodiment, as shown in Figures 4 and 5, the width thickness and diameter of the final tightening ring 6 and the temporary tightening ring 7 are formed to be equal, so the width and groove diameter of the final tightening ring groove 45 and the temporary tightening ring groove 46 are approximately the same. Furthermore, the interval N between the two ring grooves 45, 46 is opened to the width thickness of the final tightening ring 45, and the interval M between the temporary tightening ring groove 46 and the circumferential end face 47 of the annular outer tubular portion 41 opposite the annular outer tubular portion 43 is also opened to the width thickness of the final tightening link 6. The shape of the partition inner peripheral frame 48 that forms these two intervals N and M is a sliding inclined surface formed in a tapered shape that descends from the circumferential end face 47 toward the steel pipe pressing portion 43, making it easy to fit the final tightening ring 6 and the temporary tightening ring 7 from the circumferential end face 47 side into the final tightening ring groove 45 and the temporary tightening ring groove 46, respectively.

環状外筒部41の一部は切り欠いた開口部49を形成しており、この開口部49によって前記本締リング溝45及び仮締リング溝46も切断されており、開口部49の周囲には環状外筒部41の厚さ分の周壁49aが露出している。41aは環状外筒部41の外周部に必要に応じて設けた工具用穴で、ナット4を継手3に圧接する際に必要に応じて使用されるものである。 A part of the annular outer cylinder 41 is cut out to form an opening 49, which also cuts the main tightening ring groove 45 and the temporary tightening ring groove 46, and a peripheral wall 49a of the thickness of the annular outer cylinder 41 is exposed around the opening 49. 41a is a tool hole provided as necessary on the outer periphery of the annular outer cylinder 41, and is used as necessary when pressing the nut 4 onto the fitting 3.

前記本締リング6は、図2等に示すように、所定厚さのステンレス鋼などの弾力性を有する金属からなる輪であり、一部が切り欠いた本締切欠部62とこの本締切欠部62の相対向する両端部には工具等で掴むための引掛部63が形成されると共に、この引掛部63の近傍のリング外周には仮締止突部64と本締止突部65が隆起して設けられている。この引掛部63は開口部49の周壁49aに当接可能に設けられており、又、引掛部63近傍のリング外周に設けている仮締止突部64及び本締止突部65も近傍の引掛部63が本締リング溝45入口の周壁49aに係合していな時には自身が係合可能となっている。 As shown in FIG. 2, the main tightening ring 6 is a ring made of a resilient metal such as stainless steel of a predetermined thickness, and has a partially cut-out main tightening notch 62 and a hook 63 for gripping with a tool or the like formed at both opposing ends of the main tightening notch 62, and a provisional tightening projection 64 and a formal tightening projection 65 are provided on the outer periphery of the ring near the hook 63 in a raised manner. The hook 63 is provided so that it can abut against the peripheral wall 49a of the opening 49, and the provisional tightening projection 64 and the formal tightening projection 65 provided on the outer periphery of the ring near the hook 63 can also engage when the nearby hook 63 is not engaged with the peripheral wall 49a of the entrance to the formal tightening ring groove 45.

本締リング6の内周面には5つの円弧状の本締羽根66が、図7に表れているように、前記係合羽根32aの円周方向長さLが通過可能な羽根間隔66aを開けて設けられている。又、この本締羽根66の円周方向の長さは前記係合羽根32aの間隔Kを通過できる長さである。更に、同内周面から中心方向への突出長さは前記係合羽根66の突出高さHより若干長くして、継手3とナット4との接合時に5つの本締羽根66の内周面を接続用筒部32の外周面に嵌め込む際に係合羽根32aに妨げられることなく通過可能にしている。 Five arc-shaped tightening vanes 66 are provided on the inner peripheral surface of the tightening ring 6 with a vane spacing 66a that allows the circumferential length L of the engagement vanes 32a to pass through, as shown in FIG. 7. The circumferential length of the tightening vanes 66 is a length that allows them to pass through the spacing K of the engagement vanes 32a. Furthermore, the length that protrudes from the inner peripheral surface toward the center is slightly longer than the protruding height H of the engagement vanes 66, so that when the inner peripheral surfaces of the five tightening vanes 66 are fitted into the outer peripheral surface of the connection tube 32 when the joint 3 and nut 4 are joined, they can pass through without being obstructed by the engagement vanes 32a.

前記仮締リング7は、図2に示すように、ステンレス鋼などの弾力性を有する金属、或いは合成樹脂材料からなる輪であり、輪の一部が切り欠いた仮締切欠部72とこの仮締切欠部72の相対向する両端部には係止頭部73が形成されている。この係止頭部73は、図3に示すように、環状外筒部41の開口部49に突出すると共に仮締リング溝7の入口の周壁49aに当接しているので、環状外筒部41が左右いずれの方向に回転する時にも同時に同じ方向に回転するようになっている。この係止頭部73の側面に膨らみ部74を形成した場合には、開口部49において本締リング溝45、仮締リング溝46がない箇所においても本締リング6との間隔距離が確実に保持される。仮締リング7にはリングの厚さ方向(軸心方向)への力は仮締時を除いて掛からないので合成樹脂材料の強度でも耐え得ることができ、金属と比較して成形加工が容易である分だけ有用である。 The temporary fastening ring 7 is a ring made of a metal having elasticity such as stainless steel or a synthetic resin material, as shown in Fig. 2 , and has a temporary fastening notch 72 cut out from a part of the ring, and a locking head 73 is formed at both ends of the temporary fastening notch 72 that face each other. As shown in Fig. 3, the locking head 73 protrudes into the opening 49 of the annular outer cylinder 41 and abuts against the peripheral wall 49a at the entrance of the temporary fastening ring groove 7, so that the annular outer cylinder 41 rotates in the same direction at the same time when it rotates in either the left or right direction. If a bulge 74 is formed on the side of the locking head 73 , the gap distance between the locking head 73 and the final fastening ring 6 is reliably maintained even in the area of the opening 49 where the final fastening ring groove 45 and the temporary fastening ring groove 46 are not present. The temporary fastening ring 7 is not subjected to a force in the thickness direction (axial direction) of the ring except during temporary fastening, so it can withstand the strength of the synthetic resin material, and is useful because it is easier to mold than metal.

図2等に示すように、仮締リング7の内周面には4つの円弧状の仮締羽根76が、前記係合羽根32aの円周方向長さLが通過可能な羽根間隔76aを開けて設けられている。又、この仮締羽根76の円周方向の長さは前記係合羽根32aの間隔Kを通過できる長さである。更に、内周から中心方向への突出長さは前記係合羽根66の突出高さHより若干長くして、前記本締羽根66と同じように、仮締羽根76の4つの内周面を接続用筒部32の外周面に嵌め込む際に係合羽根32aに妨げられることなく容易に通過可能にしている。仮締羽根76が本締リング66より1つ数が少ない4つであるのは、実質的に接続して力が掛かるのは本締羽根66であり、仮締羽根76は一時的な接続に使用するだけであるので少なくても差し障りがないからである。 As shown in FIG. 2, four arc-shaped temporary tightening blades 76 are provided on the inner peripheral surface of the temporary tightening ring 7 with a blade interval 76a that allows the circumferential length L of the engagement blade 32a to pass through. The circumferential length of the temporary tightening blade 76 is also a length that allows it to pass through the interval K of the engagement blade 32a. Furthermore, the protruding length from the inner circumference toward the center is slightly longer than the protruding height H of the engagement blade 66, so that, like the final tightening blade 66, the four inner peripheral surfaces of the temporary tightening blade 76 can easily pass through without being obstructed by the engagement blade 32a when fitting them into the outer peripheral surface of the connection tube 32. The number of temporary tightening blades 76 is four, one less than the final tightening ring 66, because it is the final tightening blade 66 that actually connects and applies force, and the temporary tightening blade 76 is only used for temporary connection, so there is no problem if there are fewer of them.

前記環状のパッキン5は、図1、2に良く現れているように、断面形状が略台形状を呈しており、略直角をなす2辺が継手2の大拡径部36とこの大拡径部36と中拡径部35の段差である差壁面35aが形成する前記環状のパッキン収納部36aに収納されている。略直角に対向する傾斜面は必要に応じて小突部5aが形成されており、接続時に山型突部21の端部側傾斜面21aに当接した際に、パッキン5の本体と共に体積が収縮し当接強度を高めるようにして流体漏れを防止している。 As can be seen clearly in Figures 1 and 2, the cross-sectional shape of the annular packing 5 is approximately trapezoidal, and two sides that form approximately right angles are stored in the annular packing storage section 36a formed by the large expansion section 36 of the joint 2 and the difference wall surface 35a that is the step between this large expansion section 36 and the medium expansion section 35. The inclined surface that faces approximately at a right angle is formed with a small protrusion 5a as necessary, and when it abuts against the end side inclined surface 21a of the mountain-shaped protrusion 21 during connection, the volume shrinks together with the main body of the packing 5, increasing the abutment strength and preventing fluid leakage.

鋼管2の端部の2つの向きの異なる端部側傾斜面21aと内部側傾斜面21bからなる山型突部21は、図17に示すような拡管機8を用いて形成される。この拡管機8は、図示していない取付枠体に拡管ヘッド81及び該拡管ヘッド81内で連結管82を軸心方向へ押引きする図外の駆動ピストンなどの駆動源が取付取外し自在に固定されている。前記拡管ヘッド81の中心部には加圧ロッド83の先端の連結棒84の挿通用の挿通穴81aが設けられ、この挿通穴81aの外周囲から連結管82と反対方向に鋼管嵌入筒部81bが設けられている。そして、この鋼管嵌入筒部81bの先端内周には山型突部21の端部側傾斜面21aを形成するための傾斜形成面81dが設けられている。 The mountain-shaped protrusion 21, consisting of the end side inclined surface 21a and the inner side inclined surface 21b, which are in two different directions at the end of the steel pipe 2, is formed using a pipe expansion machine 8 as shown in FIG. 17. In this pipe expansion machine 8, a pipe expansion head 81 and a driving source such as a driving piston (not shown) that pushes and pulls the connecting pipe 82 in the axial direction inside the pipe expansion head 81 are fixed to a mounting frame (not shown) so that they can be attached and detached. In the center of the pipe expansion head 81, an insertion hole 81a is provided for inserting the connecting rod 84 at the tip of the pressure rod 83, and a steel pipe insertion tube 81b is provided from the outer periphery of this insertion hole 81a in the opposite direction to the connecting pipe 82. And, a slope forming surface 81d is provided on the inner periphery of the tip of this steel pipe insertion tube 81b to form the end side inclined surface 21a of the mountain-shaped protrusion 21.

前記連結棒84の先端部は前記連結管82とねじ結合されているので、前記連結棒84と加圧ロッド83との径の差によって生じる段差面83aに当接する拡管ゴム85及び該拡管ゴム85と前記挿通穴81aの外周方向の拡管ヘッド81の端面81cに当接するガイドリング86がそれぞれ連結棒84に移動自在に外嵌されている。前記鋼管嵌込筒部81bの外周にはナット4の環状外筒部41が外嵌されて、鋼管押圧部43の内面に鋼管嵌込筒部81bの先端が当接するようになっている。前記拡管ガイド81の端面81cには、前記ナット4の鋼管押圧部43を拡管時に移動しないように係止する係止具87が回軸自在に複数設けられている。 The tip of the connecting rod 84 is screwed to the connecting tube 82, so that the expansion rubber 85, which abuts against the step surface 83a caused by the difference in diameter between the connecting rod 84 and the pressure rod 83, and the guide ring 86, which abuts against the expansion rubber 85 and the end face 81c of the expansion head 81 in the circumferential direction of the insertion hole 81a, are each fitted movably onto the connecting rod 84. The annular outer tube 41 of the nut 4 is fitted onto the outer periphery of the steel pipe fitting tube 81b, so that the tip of the steel pipe fitting tube 81b abuts against the inner surface of the steel pipe pressing portion 43. A plurality of locking devices 87 that lock the steel pipe pressing portion 43 of the nut 4 so as not to move during expansion are provided on the end face 81c of the expansion guide 81 in a freely rotatable manner.

上記構成からなるこの拡管機8を用いて鋼管2を拡管する場合には、図17に示すように、鋼管2の一端を加圧ロッド83の端部からナット4の管挿通孔42を通過するように差し込んで、拡管ヘッド81の前面に当接するまで押し込む。これによって鋼管2の端部側は、拡管ヘッド81の端面81cに当たって係止すると共に、先端の内周部はガイドリンク86と拡管ゴム85の外周側が入る。この時点で、係止具87を回転軸87aを中心に回転させて鋼管押圧部43の外側面に当てナット4が拡管ヘッド81と反対方向に移動しないように係止する。その後、図外の駆動源を作動させて且つ加圧ロッド83を拡管ヘッド81方向に引くと、ガイドリング86によって拡管ヘッド81方向への移動阻止されている拡管ゴム85が段差面83aによって軸心方向への力が作用することで、収縮した体積分が外周方向へ膨張して鋼管2の直径を膨らませる。鋼管2の端部の外周にはナット4の傾斜押圧部43の傾斜押圧面44と鋼管嵌込筒部81bの傾斜形成面81dがあるので、鋼管2の端部の外周は2つの端部側傾斜面21aと内部側傾斜面21bからなる山型突部21が形成される。 When expanding a steel pipe 2 using this pipe expansion machine 8 having the above configuration, as shown in FIG. 17, one end of the steel pipe 2 is inserted from the end of the pressure rod 83 so as to pass through the pipe insertion hole 42 of the nut 4, and pushed until it abuts against the front surface of the pipe expansion head 81. As a result, the end side of the steel pipe 2 abuts against the end face 81c of the pipe expansion head 81 and is locked, and the inner periphery of the tip is inserted into the outer periphery of the guide link 86 and the pipe expansion rubber 85. At this point, the locking tool 87 is rotated around the rotation axis 87a to abut against the outer surface of the steel pipe pressing part 43 and lock the nut 4 so that it does not move in the opposite direction to the pipe expansion head 81. After that, when the driving source not shown is operated and the pressure rod 83 is pulled toward the pipe expansion head 81, the pipe expansion rubber 85, which is prevented from moving toward the pipe expansion head 81 by the guide ring 86, is subjected to a force in the axial direction by the step surface 83a, and the contracted volume expands toward the outer periphery, expanding the diameter of the steel pipe 2. The outer periphery of the end of the steel pipe 2 has the inclined pressing surface 44 of the inclined pressing portion 43 of the nut 4 and the inclined forming surface 81d of the steel pipe fitting tube portion 81b, so that the outer periphery of the end of the steel pipe 2 forms a mountain-shaped protrusion 21 consisting of two end side inclined surfaces 21a and an inner side inclined surface 21b.

尚、図17及び図4にも示すように、拡管機8による拡管時に予めナット4の環状外筒部41の内周面に設けてある本締リング溝45及び仮締リング溝46に本締リング6及び仮締リング7を嵌め込んでおくと、拡管後に嵌め込む場合と較べて作業能率が向上する。 As shown in Figures 17 and 4, if the final tightening ring 6 and the provisional tightening ring 7 are fitted into the final tightening ring groove 45 and the provisional tightening ring groove 46 provided on the inner peripheral surface of the annular outer tube portion 41 of the nut 4 beforehand when expanding the tube with the tube expander 8, the work efficiency is improved compared to fitting them after the tube expansion.

このようにして、鋼管2の端部外周に山型突部21が形成されると、係止具87を回転軸87aを中心に回転させて鋼管押圧面43から外し、鋼管2を加圧ロッド83から引き抜く。ナット4は鋼管2の端部外周に嵌め込まれたそのまま使用できる。 When the mountain-shaped protrusion 21 is thus formed on the outer periphery of the end of the steel pipe 2, the locking device 87 is rotated around the rotation axis 87a to remove it from the steel pipe pressing surface 43, and the steel pipe 2 is pulled out from the pressure rod 83. The nut 4 can be used as it is, fitted onto the outer periphery of the end of the steel pipe 2.

尚、図17に示すこの実施形態の拡管機8以外の形態の拡管機を使用して山型突部21を形成しても良いが、当該拡管機8を用いれば、ナット4の傾斜押圧面44と鋼管2の山型突起21の内部側傾斜面21bが一致するため、密着度の高い接続が可能となる利点がある。 It is also possible to form the mountain-shaped protrusion 21 using a tube expander of a type other than the tube expander 8 of this embodiment shown in Figure 17. However, using this tube expander 8 has the advantage that the inclined pressing surface 44 of the nut 4 and the inner inclined surface 21b of the mountain-shaped protrusion 21 of the steel pipe 2 coincide with each other, allowing for a connection with a high degree of adhesion.

次に、上記構成からなるこの鋼管と継手の接続機構1の接続手順について説明する。 Next, we will explain the connection procedure for the steel pipe and joint connection mechanism 1 configured as described above.

鋼管と継手の接続機構1を配管の施工現場で構築する場合は、以下に述べる仮締作業と本締作業の2段階を経て行われる。まず仮締作業(工程)について説明する。図1に示されるように、端部2aを継手3の接続用筒部32の開口部から中拡径部35に挿入して、パッキン収納部36aに予め嵌め込まれているパッキン5の2つの突起5aが端部側傾斜面21aに押圧され当接するまで押し込む。これにより、パッキン5の側面及び外周面はそれぞれ差壁面35a及び大拡径部36の内周面に密着して、気密が保持され流体漏れが塞がれた状態にある。山型突起21の異なる方向の2つの端部側傾斜面21a、内部側傾斜面21bを継手3のパッキン収納部36aのパッキン5及びナット4の傾斜押圧面46によって両方向から挟むようにして押圧することで接続される。なお、パッキン5の材質の収縮限度を超える圧力が加わった時には、中拡径部35と差壁面35aの交差する角部が端部側傾斜面21aに当たってパッキン5の保護をしている。 When constructing the connection mechanism 1 between the steel pipe and the joint at the construction site of the piping, it is performed in two steps, the temporary tightening work and the final tightening work, which will be described below . First, the temporary tightening work (step) will be described. As shown in FIG. 1, the end 2a is inserted into the medium expansion part 35 from the opening of the connection tubular part 32 of the joint 3, and the two protrusions 5a of the packing 5, which are previously fitted into the packing storage part 36a, are pressed against the end side inclined surface 21a and pushed in until they come into contact. As a result, the side and outer circumferential surface of the packing 5 are in close contact with the difference wall surface 35a and the inner circumferential surface of the large expansion part 36, respectively, so that airtightness is maintained and fluid leakage is blocked. The two end side inclined surfaces 21a and the inner side inclined surface 21b of the mountain-shaped protrusion 21 in different directions are pressed by the packing 5 of the packing storage part 36a of the joint 3 and the inclined pressing surface 46 of the nut 4 so as to be sandwiched from both directions, and are connected. When pressure exceeding the shrinkage limit of the material of the packing 5 is applied, the corner where the intermediate expansion portion 35 and the difference wall surface 35a intersect comes into contact with the end side inclined surface 21a, thereby protecting the packing 5.

前記拡管機8による拡管時に用いた前記ナット4の管挿入孔42に鋼管2の端部2aが挿入されたままの状態では、山型突部21の内部側傾斜面21bが鋼管押圧部43の傾斜押圧面44に当接し、鋼管2の直線部の長手方向は管挿通孔42から外側へ延びた状態にある。 When the end 2a of the steel pipe 2 is inserted into the pipe insertion hole 42 of the nut 4 used during pipe expansion by the pipe expansion machine 8, the inner inclined surface 21b of the mountain-shaped protrusion 21 abuts against the inclined pressing surface 44 of the steel pipe pressing portion 43, and the longitudinal direction of the straight portion of the steel pipe 2 extends outward from the pipe insertion hole 42.

次に、図4に良く現れているように、本締リング溝45に嵌め込んだ本締リング6と、仮締リング溝46に嵌め込んだ仮締リング7が、それぞれの溝45,46内で回転不能の状態で軸心方向に重なり合うように、以下の手順で位置合わせを行う。 Next, as shown clearly in Figure 4 , the final fastening ring 6 fitted into the final fastening ring groove 45 and the temporary fastening ring 7 fitted into the temporary fastening ring groove 46 are aligned in the following manner so that they overlap in the axial direction in a non-rotatable state within their respective grooves 45, 46.

本締リング6と仮締リング7は共に弾力性のある輪を開く方向に付勢されたものであるので、図2に示すように、仮締切欠部72の両端の2つの係止頭部73が開口部49の周方向の相対向する周壁49aに引っ掛って、図3,4に示されるように、仮締リング7が仮締リング溝46内で周方向に回転しない不動の定位置にある。そして、図8に良く現れているように、本締リング6の両端部にある引掛部63の一方を周壁49aに作業者の手等で当接させると、この一方の引掛部63の近傍にある本締止突部65は、引掛部63が周壁49aに接近した時に、広がる方向への付勢力に抗して本締リング溝45内に沈み込む。これによって、他方の引掛部63の近傍にあって開口部49に露出している止突部64が本締リング6の外広がりの付勢力により相対向する本締リング溝45の出口の周壁49aに引っ掛って本締リング6の逆方向への回転が阻止される。結局、図8に示されるように」、本締リング6は引掛部63と止突部64が相対向する周壁49aに係止されて本締リング溝45内で回転不能となる。この状態で、図3によく現れているように、軸心方向に本締羽根66と仮締羽根76が並ぶと同時に本締羽根間隔66aと仮締羽根間隔76aも軸心方向に一致して軸心方向に開通することになる。 Since both the final tightening ring 6 and the temporary tightening ring 7 are biased in the direction of opening the elastic rings, as shown in Fig. 2, the two locking heads 73 at both ends of the temporary tightening notch 72 are hooked on the peripheral walls 49a facing each other in the circumferential direction of the opening 49, and as shown in Figs. 3 and 4, the temporary tightening ring 7 is in a fixed position where it does not rotate in the circumferential direction within the temporary tightening ring groove 46. Then, as can be clearly seen in Fig. 8, when one of the hook portions 63 at both ends of the final tightening ring 6 is abutted against the peripheral wall 49a by the operator's hand or the like, the final tightening projection 65 in the vicinity of this one hook portion 63 sinks into the final tightening ring groove 45 against the biasing force in the expanding direction when the hook portion 63 approaches the peripheral wall 49a. As a result, the final fastening projection 64 exposed to the opening 49 near the other hook portion 63 is caught by the opposing peripheral wall 49a at the outlet of the final fastening ring groove 45 due to the outward spreading biasing force of the final fastening ring 6, preventing the final fastening ring 6 from rotating in the reverse direction. Ultimately, as shown in Figure 8, the final fastening ring 6 is unable to rotate in the final fastening ring groove 45, with the hook portion 63 and the final fastening projection 64 being engaged with the opposing peripheral wall 49a. In this state, as can be clearly seen in Figure 3, the final fastening blade 66 and the preliminary fastening blade 76 are aligned in the axial direction, and at the same time, the final fastening blade interval 66a and the preliminary fastening blade interval 76a also coincide in the axial direction and are opened in the axial direction.

(締付準備)
このように、本締リング6と仮締リング7がそれぞれ本締リング溝45と仮締リング溝46で回転不能の状態で、且つ、軸心方向に本締羽根66と仮締羽根76が間隔を開けて重なった状態で、図6に示されるように、継手3とナット4を対峙させて、継手3の接続用筒部32をナット4の環状外筒部41の内部へ押し込む。この押し込みは、隣合う2つの係合羽根32aの間隔Kに軸心方向に間隔を開けて重なった仮締羽根76と締羽根66が、軸心方向に間隔を開けて重なった仮締羽根間隔76aと本締羽根間隔66aに係合羽根32aが通過するので、スムーズに押し込める。この時、回転止棒32bがあれば、これに案内されて仮締羽根76が軸心方向へ直進し易くなる。
(Preparation for tightening)
In this manner, with the final tightening ring 6 and the provisional tightening ring 7 in the final tightening ring groove 45 and the provisional tightening ring groove 46, respectively, unable to rotate, and with the final tightening blade 66 and the provisional tightening blade 76 overlapping with a gap in the axial direction, the joint 3 and the nut 4 are opposed to each other, and the connecting tubular portion 32 of the joint 3 is pushed into the inside of the annular outer tubular portion 41 of the nut 4, as shown in Fig. 6. This pushing is smooth, since the provisional tightening blade 76 and the tightening blade 66 overlapping with a gap K in the axial direction, which is spaced apart from each other, pass through the provisional tightening blade gap 76a and the final tightening blade gap 66a, which are spaced apart from each other in the axial direction. If there is a rotation stop rod 32b at this time, it will be guided by this to facilitate the provisional tightening blade 76 moving straight in the axial direction.

上記のように内部へ押し込まれると、図7に示すように、係合羽根32の間隔Kを仮締羽根76が通過して止台32cの手前で止まり、この仮締羽根76の軸心方向に間隔を開けて重なっている本締羽根66が係合羽根間隔K入り込んだ状態で止まる。この止まりは、継手3内のパッキン5が山型突部21の端部側傾斜面2aに、ナット4の鋼管押圧部43が内部側傾斜面21bそれぞれ当接するので作業者の手ではこれ以上は押し込めなくなることによる。 When pushed inward as described above , as shown in Figure 7, the pre-fastening blade 76 passes through the space K between the engagement blades 32 and stops just before the stop block 32c, and the final fastening blade 66, which overlaps with this pre-fastening blade 76 at a space in the axial direction, stops in a state where it has entered the engagement blade space K. This stopping occurs because the packing 5 inside the joint 3 abuts against the end side inclined surface 2a of the mountain-shaped projection 21, and the steel pipe pressing portion 43 of the nut 4 abuts against the inner side inclined surface 21b, so that the worker cannot push it in any further by hand.

(仮締作業)
次に、ナット4を図9の矢符P方向に正回転させて仮締作業(工程)をする。図9、10に示すように、仮締リング7は係止頭部73が周壁49aに引っ掛っているので、仮締羽根76がナット4と共にP方向に正回転しナット4の回転停止と共に止まる。この時点で、図10の点線で示すように、仮締リング7の仮締羽根76は係合羽根32aの側面と鍔部33の間の接続用筒部32上方に位置する。
(Temporary fastening work)
Next, the nut 4 is rotated forward in the direction of the arrow P in Fig. 9 to perform the temporary tightening operation (step) . As shown in Figs. 9 and 10, the locking head 73 of the temporary tightening ring 7 is hooked on the peripheral wall 49a, so the temporary tightening blade 76 rotates forward in the direction P together with the nut 4 and stops when the rotation of the nut 4 stops. At this point, as shown by the dotted line in Fig. 10, the temporary tightening blade 76 of the temporary tightening ring 7 is located above the connecting tube portion 32 between the side surface of the engagement blade 32a and the flange portion 33.

本締リング6の一方の引掛部63は正回転方向には、図3,8に示すように、周壁49aにより阻止されていなく、又、本締羽根66がナット4の正回転方向側の係合羽根32aにも回転を阻止されていないので、ナット4の正回転Pにより他方の引掛部63が周壁49aに当たるまで回転する。この状態で一方の引掛部63近傍の仮止突部65が周壁49aの外側に出て本締リング6の逆回転を阻止する役目を果たす。本締リング6の正回転Pは、本締羽根66が間隔Kの中にあり係合羽根32aに挟まれて当接していることにより阻止される。即ち、ナット4は継手3に対して正逆回転共に出来ない状態になっている。これで1つの仮締付作業が完了する。このような作業の繰り返しによって、鋼管2が次々と継手2とナット4を介して接続されて配管網が形成され仮締作業は完了する。ここでいう配管網とは、2以上の鋼管が接続された配管を意味する。 As shown in Figures 3 and 8, one of the hooks 63 of the final tightening ring 6 is not blocked by the peripheral wall 49a in the forward rotation direction, and the final tightening blade 66 is not blocked by the engagement blade 32a on the forward rotation direction side of the nut 4, so the other hook 63 rotates until it abuts against the peripheral wall 49a due to the forward rotation P of the nut 4. In this state, the temporary stop protrusion 65 near one of the hooks 63 comes out of the peripheral wall 49a and serves to prevent the reverse rotation of the final tightening ring 6. The forward rotation P of the final tightening ring 6 is blocked because the final tightening blade 66 is in the gap K and is sandwiched and abutted by the engagement blade 32a. In other words, the nut 4 is in a state where it cannot rotate forward or backward relative to the joint 3. This completes one temporary tightening operation . By repeating such operations, the steel pipes 2 are connected one after another to the joint 2 through the nut 4 , forming a piping network, and the temporary tightening operation is completed. The piping network here means a piping to which two or more steel pipes are connected .

このように、ナット4が継手3に対して回転不能で、且つ、仮締リング7が係合羽根32aと鍔部33の間に位置していることから、鋼管網の形成により鋼管2の自重や振動等によって鋼管2に引張力や回転力が作用した場合でも、継手3とナット4には接続解除の緩みが生ぜず、又、配管網の引張方向或いは弛み方向には、仮締羽根76が鍔部33と係合羽根32aの間で保持されているので接続が外れることがない。しかも、鍔部33と係合羽根32aの間には仮締羽根76の移動可能な多少の遊び空間があるので、配管網の引張や弛みに対しても対応できる。 In this way, since the nut 4 cannot rotate relative to the joint 3, and the temporary tightening ring 7 is located between the engagement blade 32a and the flange 33, even if tension or rotational force acts on the steel pipe 2 due to its own weight or vibration caused by the formation of a steel pipe network, the joint 3 and nut 4 will not loosen and the connection will not be released, and the temporary tightening blade 76 will be held between the flange 33 and the engagement blade 32a in the pulling or loosening direction of the piping network, so the connection will not come off. Moreover, since there is some play between the flange 33 and the engagement blade 32a to allow the temporary tightening blade 76 to move, it can also accommodate tension and loosening of the piping network.

このような仮締作業(工程)は、配管網を構築する場合において、針金などで施工個所の近傍で吊り下げるなどして全体の配管網を取敢えず完成させた後に以下に述べる本締作業をすることによって、作業能率の向上と締め忘れ等の施工ミスを防ぐことが出来る。 When constructing a piping network, this type of temporary tightening work (process) can be performed by temporarily completing the entire piping network by suspending it near the construction site with wire or the like, and then performing the final tightening work described below, which can improve work efficiency and prevent construction errors such as forgetting to tighten.

(本締作業)
本締作業(工程)は、上記の仮締状態後において、図16の相対向する矢符T、T‘方向へ継手3とナット4とを更に強く相接近させて本締羽根66を間隔Kから鍔部33方向へ抜け出した後に、本締リング6のみを正回転させることによって行う。この相接近は、ナット4の工具用穴41aと継手3の鍔部33に図外の締付工具の端部を取り付けて締め付するなどして行う。すると、この本締付により、端部側傾斜面21aに接しているパッキン5の軸心方向の長さが縮まることや弛んでいた継手3とナット4の間隙が詰まり、その縮小し間隙のなくなった長さ分だけ相対的に環状外筒部41が継手3に軸心方向に接近することになる。これによって、図11,図12に示すように、仮締羽根76と本締羽根66も共に鍔部33方向である矢符S方向に同時に移動し、仮締羽根76は止台32cと回転止棒32bの間に、本締羽根66は円周方向で止台32cと係合羽根32aの間に回転止棒32bに沿って移動する。
(Final tightening work)
The final tightening operation (step) is performed by, after the provisional tightening state described above, further strongly approaching the joint 3 and the nut 4 in the directions of the opposing arrows T and T' in Fig. 16 , causing the final tightening vane 66 to escape from the gap K toward the flange 33, and then rotating only the final tightening ring 6 in the forward direction . This approaching is performed by attaching the end of a tightening tool (not shown) to the tool hole 41a of the nut 4 and the flange 33 of the joint 3 and tightening them. Then, due to this final tightening, the axial length of the packing 5 in contact with the end side inclined surface 21a is shortened and the loosened gap between the joint 3 and the nut 4 is closed, and the annular outer cylinder portion 41 approaches the joint 3 in the axial direction relatively by the length that has been shortened and the gap has disappeared. As a result, as shown in Figures 11 and 12, the pre-fastening blade 76 and the final fastening blade 66 both move simultaneously in the direction of arrow S, which is toward the flange portion 33, with the pre-fastening blade 76 moving between the stop base 32c and the rotation stop rod 32b, and the final fastening blade 66 moving in the circumferential direction along the rotation stop rod 32b between the stop base 32c and the engaging blade 32a.

そして、この相接近状態を維持しつつ、開口部49に現れて周壁49aに当接されている一方の引掛部63を図13,14の矢符P方向に逆回転させる。この逆回転は、必要であれば図外の工具などを用いて、他方の引掛部63を相対向する周壁49aに当接するまで回転移動させる。すると図15に示すように、この他方の引掛部63が周壁49aから離れる際に近傍の本止突部64が本締リング溝46から出て自身の弾性力で外側へ飛び出して開口部49の周壁49aに係止される。同時に、他方の引掛部63が周壁49aに当接する時には近傍の仮止突起65が本締リング溝45内に沈んで行き、本締作業が完了する。これは、仮締作業時の図8と対称的である。 Then, while maintaining this mutually approaching state, one of the hooks 63 that appears in the opening 49 and abuts against the peripheral wall 49a is rotated in the direction of the arrow P in Figures 13 and 14. If necessary, this reverse rotation is performed by using a tool not shown in the figure to rotate the other hook 63 until it abuts against the opposing peripheral wall 49a. Then, as shown in Figure 15, when the other hook 63 leaves the peripheral wall 49a, the nearby main fastening projection 64 comes out of the main fastening ring groove 46 and jumps outward by its own elastic force to be engaged with the peripheral wall 49a of the opening 49. At the same time, when the other hook 63 abuts against the peripheral wall 49a, the nearby temporary fastening projection 65 sinks into the main fastening ring groove 45, completing the main fastening operation. This is symmetrical to Figure 8 during the temporary fastening operation.

この段階で、図13,図14に示すように、本締羽根66即ち本締リング6は正逆いずれの方向へも回転不能の状態で、且つ、係合羽根32aの鍔部33側面に密着した位置にある。そして、本締作業がされて行くに伴い本締羽根66と係合羽根36aとの軸心方向の間隔が狭まることにより、密着度合いが強くなって摩擦力も大きくなり、緩み方向への回転が一層阻止される。なお、前記本止突部64,仮止突起65による本締リング6の回転が阻止出来ない場合であっても、引掛部63が周壁49aに当たって回転が阻止されるので、多少の弛みは生じるものの使用可能である。 At this stage, as shown in Figures 13 and 14, the final tightening blade 66, i.e., the final tightening ring 6, is unable to rotate in either the forward or reverse direction, and is in a position where it is in close contact with the side of the flange 33 of the engagement blade 32a. As the final tightening operation is performed, the axial distance between the final tightening blade 66 and the engagement blade 36a narrows, which strengthens the degree of contact and increases the frictional force, further preventing rotation in the loosening direction. Note that even if the rotation of the final tightening ring 6 cannot be prevented by the final fastening projections 64 and temporary fastening projections 65, the hook portion 63 hits the peripheral wall 49a and prevents rotation, so it can still be used, although some loosening occurs.

加えて、仮締羽根76の円周方向の両端が止台32cと回転止棒32bによって係止されており加えて両端部の係止頭部73が開口部49の周壁49aによって回転を阻止されているので、これによってもナット4の緩み方向への回転が阻止される In addition, both circumferential ends of the provisional tightening blade 76 are locked by the locking base 32c and the rotation locking rod 32b, and the locking heads 73 at both ends are prevented from rotating by the peripheral wall 49a of the opening 49, which also prevents the nut 4 from rotating in the loosening direction.

更に加えて、本締リング6も一方の引掛部63と本止突部65が開口部49の周壁49aに当接しているので、ナット4の緩み方向への回転が阻止される。このように、継手3とナット4との緩み方向への回転は、本締リング6、仮締リング7及び配管時の引張方向への力の作用による本締羽根66と係合羽根32aの側面の摩擦力によって阻止され、長年の使用によっても緩みの発生を阻止出来る。 In addition, one of the hook portions 63 and the main stop projection 65 of the main tightening ring 6 abuts against the peripheral wall 49a of the opening 49, preventing the nut 4 from rotating in the loosening direction. In this way, the rotation of the joint 3 and the nut 4 in the loosening direction is prevented by the frictional force of the main tightening ring 6, the temporary tightening ring 7, and the main tightening blade 66 and the side of the engagement blade 32a caused by the action of the force in the tensile direction during piping, preventing loosening even after many years of use.

仮締作業(工程)と本締作業(工程)の2段階で接続作業を行うことにより、同一作業の繰り返しに伴う作業能率の向上と締め忘れ防止効果を合わせて得ることが出来る。 By carrying out the connection work in two stages, a temporary tightening work (process) and a final tightening work (process), it is possible to improve work efficiency and prevent forgetting to tighten by repeating the same work.

産業上の利用分野Industrial application fields

この発明は、端部に山型突部を有する継手を継手とナットで挟んで締付接続して緩み止めをした構成を採用しているので、振動が生じやすい建造物などの配管に特に有効に使用される。また、仮締作業と本締作業とで接続作業を行うので、広範囲な配管網を構築する構造物に対してとくに有用である。 This invention uses a configuration in which a joint with a mountain-shaped protrusion at the end is clamped between the joint and a nut to connect and prevent loosening, making it particularly effective for use in piping in buildings where vibrations are likely to occur. In addition, since the connection work is performed through temporary tightening and final tightening, it is particularly useful for structures that have extensive piping networks.

1 鋼管と継手の接続機構
2 鋼管
2a 端部
21 山型突部
21a 端部側傾斜面
21b 内部側傾斜面
3 継手
31 連結筒部
32 接続用筒部
32a 係合羽根
32b 回転止棒
32c 止台
33 鍔部
34 流体通路
35 中拡径部
35a 差壁部
36 大拡径部
36a パッキン収納部
4 ナット
41 環状外筒部
41a 工具用穴
42 管挿通孔
43 鋼管押圧部
44 傾斜押圧面
45 本締リング溝
46 仮締リング溝
47 円周端面
48 仕切内周枠
49 開口部
49a 周壁
5 パッキン
5a 突起
6 本締リング
61 外周縁部
62 本締切欠部
63 引掛部
64 本止突部(係止突部)
65 仮止突部(係止突部)
66 本締羽根
66a 本締羽根間隔
7 仮締リング
71 外周縁部
72 仮締切欠部
73 係止頭部
74 膨らみ部
76 仮締羽根
76a 仮締羽根間隔
8 拡管機
81 拡管ヘッド
81a 挿通穴
81d 傾斜形成面
82 連結管
83 加圧ロッド
84 連結棒
85 拡管ゴム
86 ガイドリンク
1 Connection mechanism between steel pipe and joint 2 Steel pipe 2a End 21 Mountain-shaped protrusion 21a End side inclined surface 21b Inner side inclined surface 3 Joint 31 Connecting tube portion 32 Connection tube portion 32a Engagement blade 32b Rotation stop bar 32c Stop base 33 Flange portion 34 Fluid passage 35 Medium enlarged diameter portion 35a Differential wall portion 36 Large enlarged diameter portion 36a Packing storage portion 4 Nut 41 Annular outer tube portion 41a Tool hole 42 Pipe insertion hole 43 Steel pipe pressing portion 44 Inclined pressing surface 45 Final tightening ring groove 46 Pre-tightening ring groove 47 Circumferential end surface 48 Partition inner peripheral frame 49 Opening 49a Peripheral wall 5 Packing 5a Protrusion 6 Final tightening ring 61 Outer peripheral edge portion 62 Final tightening notch portion 63 Hook portion 64 Main locking protrusion (locking protrusion)
65 Temporary locking protrusion (locking protrusion)
66 Final tightening blade 66a Final tightening blade interval 7 Pre-tightening ring 71 Outer peripheral edge 72 Pre-tightening notch 73 Locking head 74 Bulged portion 76 Pre-tightening blade 76a Pre-tightening blade interval 8 Tube expansion machine 81 Tube expansion head 81a Insertion hole 81d Slope forming surface 82 Connecting tube 83 Pressurizing rod 84 Connecting rod 85 Tube expansion rubber 86 Guide link

Claims (7)

端部側に山型突部を有する鋼管を継手とナットで挟んで接続する鋼管と継手の接続機構であって、
前記継手は、内部に流体通路を有する連結筒部の端部の接続用筒部の内周側に前記鋼管の端部側の外周を挿通する中拡径部を有し、更に前記中拡径部より端部側にはこの中拡径部より更に径が大きく端部へ開口した大拡径部であるパッキン収納部を有し、前記連結筒部と前記接続用筒部の境界付近の外周には外方向へ延びる鍔部を有し、前記接続用筒部の外周の先端に円周方向に複数の係合羽根を所定間隔を開けて具備し、前記係合羽根から軸心方向に所定間隔を開けて且つ前記係合羽根の円周方向に開けた前記係合羽根の間隔の幅方向の間に位置するように複数の止台が設けられ、
前記ナットは、前記接続用筒部の前記係合羽根の外周を外嵌する環状外筒部と、該環状外筒部の一端側において前記鋼管を挿通する管挿通孔を中央に形成すると共に前記鋼管の前記山型突部の内部側傾斜面を押圧する傾斜押圧面を具備した鋼管押圧部とを有し、前記環状外筒部内周には前記傾斜押圧面に近い方から順に本締リングと仮締リングを軸心方向に所定間隔を開けて相互に離接近不能で円周方向に回動自在に設けられ、前記仮締リングは前記環状外筒部と共に回転可能に配置される一方、前記本締リングは所定角度だけ独自の回動が可能とされており、前記本締リング及び前記仮締リングの内周側には円周方向の所定長さと中心方向への所定突出高さを有する本締羽根及び仮締羽根が夫々前記係合羽根の円周方向の長さ相当分以上の間隔を開けて設けられており、
前記ナットの前記管挿通孔に挿通している前記鋼管の端部側を前記接続用筒部に挿入して、前記パッキン収納部に収納したパッキンで前記山型突部の端部側傾斜面を押圧し、且つ、前記傾斜押圧面で前記山型突部の前記内部側傾斜面を押圧することで、前記仮締リングの前記仮締羽根が前記止台に当たって軸心方向に移動不能に係止された、且つ、前記本締羽根が前記係合羽根の間隔に挟まれて回転不能の状態で、前記ナットの回転によって、前記仮締羽根が前記係合羽根の側面に位置して抜け方向への移動を阻止する仮締めを行ってから、前記ナットと前記継手の間隔を更に前記パッキンを縮小させるように締め付けて前記本締リングを回転させて、前記本締羽根が前記係合羽根の前記側面に移動不能の状態で位置させる本締めを行うことによって、前記環状外筒部から前記接続用筒部が抜け方向への力を阻止されながら相互に回転不能状態で前記継手と前記ナットを連結固定することを特徴とする鋼管と継手の接続機構。
A connection mechanism between a steel pipe and a fitting, in which a steel pipe having a mountain-shaped protrusion on the end side is connected by sandwiching it between a fitting and a nut,
The joint has a medium expansion section on the inner periphery side of the connecting tubular section at the end of the connecting tubular section having a fluid passage therein, through which the outer periphery of the end side of the steel pipe is inserted, and further has a packing storage section which is a large expansion section with an even larger diameter than the medium expansion section and opens to the end, and has a flange section extending outward on the outer periphery near the boundary between the connecting tubular section and the connecting tubular section, and is provided with a plurality of engaging blades at a predetermined interval in the circumferential direction at the tip of the outer periphery of the connecting tubular section, and a plurality of stoppers are provided at a predetermined interval in the axial direction from the engaging blades and located between the width direction of the intervals of the engaging blades spaced in the circumferential direction of the engaging blades,
The nut has an annular outer tubular portion that fits onto the outer periphery of the engaging blade of the connecting tubular portion, and a steel pipe pressing portion that forms a pipe insertion hole in the center at one end side of the annular outer tubular portion, through which the steel pipe is inserted, and is equipped with an inclined pressing surface that presses the inner inclined surface of the mountain-shaped protrusion of the steel pipe, and on the inner periphery of the annular outer tubular portion, a final fastening ring and a temporary fastening ring are provided, in order from the side closest to the inclined pressing surface , at a predetermined interval in the axial direction so as to be inseparable from each other and to be freely rotatable in the circumferential direction, the temporary fastening ring is arranged rotatably together with the annular outer tubular portion, while the final fastening ring is capable of rotating independently by a predetermined angle, and on the inner periphery of the final fastening ring and the temporary fastening ring, final fastening blades and temporary fastening blades having a predetermined circumferential length and a predetermined protruding height toward the center are provided at an interval equivalent to or greater than the circumferential length of the engaging blade,
The end side of the steel pipe inserted into the pipe insertion hole of the nut is inserted into the connection tube portion, and the packing stored in the packing storage portion is used to press the end side inclined surface of the mountain-shaped protrusion, and the inclined pressing surface is used to press the inner side inclined surface of the mountain-shaped protrusion, so that the temporary fastening blade of the temporary fastening ring abuts against the stop block and is locked so as not to move in the axial direction, and the main fastening blade is sandwiched between the engagement blades and cannot rotate, and the temporary fastening blade is moved by the rotation of the nut. A connection mechanism for a steel pipe and a fitting, characterized in that a temporary tightening is performed in which the gasket is positioned on the side of the engaging blade to prevent movement in the removal direction, and then the gap between the nut and the fitting is further tightened to reduce the packing, and the final tightening ring is rotated, and final tightening is performed to position the final tightening blade on the side of the engaging blade in a state where it cannot move, thereby connecting and fixing the fitting and the nut in a mutually non-rotatable state while preventing the force in the removal direction from the annular outer tubular portion to the connecting tubular portion.
前記環状外筒部内周に、前記本締リングと前記仮締リングを軸心方向に所定間隔を開けて相互に離接近不能で円周方向には回動自在に設けられる構造が、前記環状外筒部内周に設けた本締リング溝と、該本締リング溝と軸心方向に所定間隔を開けて設けた仮締リング溝とにそれぞれの外周囲が回動自在に嵌め込まれた構造であることを特徴とする請求項1に記載の鋼管と継手の接続機構。 The connection mechanism for a steel pipe and a joint as described in claim 1, characterized in that the structure in which the main tightening ring and the temporary tightening ring are arranged on the inner circumference of the annular outer cylinder at a predetermined interval in the axial direction so that they cannot move away from each other and can rotate freely in the circumferential direction is a structure in which the outer circumferences of the main tightening ring groove and the temporary tightening ring groove arranged at a predetermined interval in the axial direction are fitted rotatably into each other. 前記本締リングと前記仮締リングは、輪の一部を切り欠いた切欠部の両端部に夫々引掛部又は係止頭部を有する弾力性のある輪であることを特徴とする請求項1又は2に記載の鋼管と継手の接続機構。 The connection mechanism for a steel pipe and a joint according to claim 1 or 2, characterized in that the main tightening ring and the temporary tightening ring are elastic rings each having a hook or a locking head at both ends of a cutout portion of the ring. 前記本締リングが金属材料で前記仮締リングが合成樹脂材料からなることを特徴とする請求項2に記載の鋼管と継手の接続機構。 The connection mechanism for a steel pipe and a joint as described in claim 2, characterized in that the main tightening ring is made of a metal material and the temporary tightening ring is made of a synthetic resin material. 前記止台と前記係合羽根間隔の間の軸心方向に所定間隔を空ける回転止棒を設けたことを特徴とする請求項1に記載の鋼管と継手の接続機構。 The connection mechanism for a steel pipe and a joint as described in claim 1, characterized in that a rotation stop bar is provided to provide a predetermined distance in the axial direction between the stop base and the engagement blade interval. 前記仮締リングの前記切欠部の両端部に設けた前記係止頭部に、前記本締リング方向に膨らみ部を持たせたことを特徴とする請求項3に記載の鋼管と継手の接続機構。 4. A connection mechanism for a steel pipe and a joint according to claim 3 , characterized in that the locking heads provided at both ends of the notch of the temporary tightening ring have bulges in the direction of the final tightening ring. 前記本締リングの前記切欠部の両端部に設けた前記引掛部の近傍の外周に係止突部を設けたことを特徴とする請求項3に記載の鋼管と継手の接続機構。 4. A connection mechanism for a steel pipe and a joint according to claim 3 , characterized in that a locking projection is provided on the outer periphery in the vicinity of the hook portion provided at both ends of the notch of the tightening ring.
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Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006200608A (en) 2005-01-19 2006-08-03 Tokyo Metropolis Pipe connection structure
US20190086012A1 (en) 2017-09-20 2019-03-21 Gates Corporation Quick Disconnect Coupling

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006200608A (en) 2005-01-19 2006-08-03 Tokyo Metropolis Pipe connection structure
US20190086012A1 (en) 2017-09-20 2019-03-21 Gates Corporation Quick Disconnect Coupling

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