JP5410469B2 - Pipe fitting - Google Patents

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JP5410469B2
JP5410469B2 JP2011062391A JP2011062391A JP5410469B2 JP 5410469 B2 JP5410469 B2 JP 5410469B2 JP 2011062391 A JP2011062391 A JP 2011062391A JP 2011062391 A JP2011062391 A JP 2011062391A JP 5410469 B2 JP5410469 B2 JP 5410469B2
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pipe
diameter
ring
tightening
force
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智史 井上
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Inoue Sudare Co Ltd
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Inoue Sudare Co Ltd
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本発明は、管継手に関する。   The present invention relates to a pipe joint.

本発明者は、過去に多数の管継手に関して特許出願を行ってきた。
例えば、図14〜図17に示すように、被接続用のパイプ31の端部に挿入される挿入筒部32を有する継手本体33と、上記挿入筒部32の凹周溝34に装着されるシール材35と、上記挿入筒部32に外嵌された上記パイプ31の端部を弾発的な締め付け力F36で締め付けるためのスリット付きの締付環体36と、該締付環体36の弾発力に抗して該締付環体36を拡径するように上記スリットの端部に離脱可能に挟持されて、挿入される上記パイプ31の先端部に当接して離脱する拡径片37と、上記挿入筒部32に外嵌された上記パイプ31の外周面に抜け止め状態に内周面が掛止する抜け止めリング38と、を具備し、該抜け止めリング38の内周側には、周方向に等間隔に切り込み形成された複数個の歯部39が設けられた管継手を、提案している(特許文献1参照)。
The inventor has filed patent applications for a number of pipe joints in the past.
For example, as shown in FIGS. 14 to 17, the fitting main body 33 having the insertion cylinder portion 32 inserted into the end portion of the pipe 31 to be connected and the concave circumferential groove 34 of the insertion cylinder portion 32 are mounted. A sealing member 35, a tightening ring 36 with a slit for tightening the end of the pipe 31 fitted on the insertion tube 32 with a resilient tightening force F 36 , and the tightening ring 36 The diameter of the tightening ring 36 is detachably held at the end of the slit so as to expand the diameter of the tightening ring 36 against the resilience of the pipe, and comes into contact with the tip of the pipe 31 to be inserted. A piece 37 and a retaining ring 38 whose inner peripheral surface is latched to the outer peripheral surface of the pipe 31 that is externally fitted to the insertion tube portion 32 in a retaining state, and the inner periphery of the retaining ring 38 On the side, there has been proposed a pipe joint provided with a plurality of tooth portions 39 that are cut at equal intervals in the circumferential direction (see Patent Document 1).

特許第3411546号公報Japanese Patent No. 3411546

ところで、上述の図14〜図17に示した従来の管継手には、以下のような問題点があった。 (i) 締付環体36によってパイプ31の端部を弾発的な締め付け力F36(図17参照)にて締め付けてパイプ31の矢印G方向への引き抜けを防止せんとしているが引き抜け抑止力が不十分であった。 (ii) 締付環体36の締め付け力F36のみでは引き抜け抑止力が不十分であったが故に、さらに、抜け止めリング38を必要とした。(iii) 図14からも判るように、この抜け止めリング38がパイプ31から受ける反力は、袋ナット40及び透明包囲筒体41を経て、さらに螺着部42を介して継手本体33へ伝達されることとなるので、袋ナット40,包囲筒体41,螺着部42等は強度上十分な肉厚を要し、かつ、相互連結強度も必要であった。 (iv) シール材35とシール溝(凹周溝)34を必要とし、このシール材35が無ければ流体の外部漏洩が避けられなかった。 (v) このようにシール材35とシール溝(凹周溝)34を必要としたために、挿入筒部32の肉厚寸法が増加して、挿入筒部32の貫通孔(流路孔)43が小径となり流体通過抵抗が増大する。 Incidentally, the conventional pipe joint shown in FIGS. 14 to 17 described above has the following problems. (i) The end of the pipe 31 is tightened with a resilient tightening force F 36 (see FIG. 17) by the tightening ring 36 to prevent the pipe 31 from being pulled out in the direction of arrow G. Deterrence was insufficient. (ii) alone clamping force F 36 of the clamping ring body 36 is pulled out deterrent is insufficient thus further required the retaining ring 38 missing. (iii) As can be seen from FIG. 14, the reaction force received by the retaining ring 38 from the pipe 31 is transmitted to the joint body 33 through the cap nut 40 and the transparent surrounding cylinder 41 and further through the screwing portion 42. Therefore, the cap nut 40, the enclosing cylinder 41, the screwed portion 42 and the like require a sufficient thickness in terms of strength, and also require an interconnection strength. (iv) The seal material 35 and the seal groove (concave groove) 34 are required, and without this seal material 35, external leakage of the fluid cannot be avoided. (v) Since the sealing material 35 and the seal groove (concave groove) 34 are required as described above, the thickness of the insertion tube portion 32 is increased, and the through hole (flow channel hole) 43 of the insertion tube portion 32 is increased. Becomes a small diameter and the fluid passage resistance increases.

また、締付環体36の弾発的締め付け力F36を十分に増加すれば、上記問題点 (i)(ii)(iv) 等を解決できるはずであるが、現実には、肉厚を増加した締付環体36は製造が極めて困難であって、さらに、仮にそのような肉厚の強力な弾発的締め付け力F36を発生させる締付環体36に於ては、そのスリットに挟持した拡径片37を、パイプ31の先端にて押圧して離脱させることが不可能であることも判った。即ち、拡径片37は数100Kg もの大きな挟圧力にて挟持されていて、パイプ31自体の差込み力では、拡径片37が離脱しないのである。
本発明は、上述した多くの問題点を解決することを目的とする。
In addition, if the elastic fastening force F 36 of the fastening ring 36 is sufficiently increased, the above problems (i), (ii), (iv), etc. should be solved. The increased tightening ring 36 is extremely difficult to manufacture, and further, in the tightening ring 36 that generates such a strong and resilient elastic tightening force F 36 , It has also been found that the sandwiched expanded diameter piece 37 cannot be pressed and released at the tip of the pipe 31. That is, the diameter-enlarged piece 37 is sandwiched with a large clamping force of several hundred kg, and the diameter-enlarged piece 37 is not detached by the insertion force of the pipe 31 itself.
The object of the present invention is to solve the above-mentioned many problems.

そこで、本発明に係る管継手は、被接続用のパイプの端部に挿入される挿入筒部を有する継手本体と、上記挿入筒部に外嵌された上記パイプの端部を弾発的な締め付け力で締め付けるための締付環体と、該締付環体の締め付け力に抗して該締付環体を拡径するように挟持された拡径部材と、を具備してなる管継手に於て、上記拡径部材は、上記締付環体からの上記締め付け力によって破損する強度に設定された拡径本体と、該拡径本体が上記締め付け力によって破損しないように仮組みされると共に挿入されてくる上記パイプの先端部を検出して上記拡径本体から分離し上記拡径本体を破損させ上記締付環体から離脱させる仮補強片とを、具備し、上記拡径本体は、一文字状中央杆部と、該中央杆部の一辺から突設された2本の被挟持脚部と、上記中央杆部の他辺から突設された2本の仮補強片取付用突片部とを、有すると共に、上記2本の突片部の間隔部から上記中央杆部の他辺を切欠状として倒立三角形状の切欠部を形成し、該切欠部の倒立三角形の一頂角をもって、破損促進用の応力集中発生ノッチを構成し、上記仮補強片は、略矩形状の孔を有する略矩形枠型であって、パイプ未挿入状態に於て、該孔に、上記拡径本体の上記突片部が、差込まれ、パイプ未挿入状態に於て、上記締め付け力が上記締付環体によって上記2本の被挟持脚部に付与されたとき、上記仮補強片が、差込まれた上記突片部に対して、上記締め付け力よりも小さい抑止力にて接触し、上記ノッチからの亀裂発生を防止するように構成し、かつ、上記パイプの挿入を検出して上記仮補強片が上記拡径本体から分離すると、上記ノッチから、瞬時に亀裂が発生して、上記2本の突片部が隔離するように変形しつつ上記亀裂が拡大して、上記拡径本体が破損するように構成した。なお、本発明に於て、「仮組みされる」「仮補強片」との用語に於ける「仮」とは、本格的(最終的)に接続状態に切替わるまでの「仮の姿」であるという意味である。 In view of this, the pipe joint according to the present invention elastically connects the joint main body having the insertion cylinder portion inserted into the end portion of the pipe to be connected and the end portion of the pipe externally fitted to the insertion cylinder portion. A pipe joint comprising: a tightening ring for tightening with a tightening force ; and a diameter expanding member sandwiched so as to expand the diameter of the tightening ring against the tightening force of the tightening ring In this case, the diameter-enlarging member is temporarily assembled so that the diameter-enlarged body is set to a strength that is damaged by the tightening force from the tightening ring, and the diameter-enlarged body is not damaged by the tightening force . A temporary reinforcing piece that detects a tip portion of the pipe inserted together and separates from the enlarged diameter main body, breaks the enlarged diameter main body, and disengages from the tightening ring, and the enlarged diameter main body includes: A single letter-shaped central collar, and two sandwiched legs projecting from one side of the central collar Two temporary reinforcing piece mounting protrusions projecting from the other side of the central flange, and the other side of the central flange is cut out from the interval between the two protrusions An inverted triangular cutout portion is formed, and a notch of the inverted triangle of the cutout portion constitutes a stress concentration generating notch for promoting damage, and the temporary reinforcing piece is a substantially rectangular shape having a substantially rectangular hole. In the frame type, when the pipe is not inserted, the projecting piece of the enlarged diameter main body is inserted into the hole, and when the pipe is not inserted, the tightening force is applied to the tightening ring. When the temporary reinforcement piece is applied to the two sandwiched leg portions by the above, the temporary reinforcing piece comes into contact with the inserted protruding piece portion with a deterrent force smaller than the tightening force, and from the notch. It is configured to prevent the occurrence of cracks, and when the insertion of the pipe is detected, the temporary reinforcing piece is When separated from, from the notch and cracks occur instantaneously, the crack is enlarged while modified as protruding portions of the two above isolates were constructed as described above expanded body may be damaged. In the present invention, “temporary” in the terms of “temporarily assembled” and “temporary reinforcing piece” means “temporary figure” until the connection state is switched to a full (final) connection state. It means that.

また、上記締付環体が内層クランプリングと外層クランプリングの2重構造とした。
また、上記内層クランプリングのスリットと、上記外層クランプリングのスリットとを、周方向に 180°位置を相違させて相互に嵌合させた。
The tightening ring has a double structure of an inner layer clamp ring and an outer layer clamp ring.
Further, the slit of the inner layer clamp ring and the slit of the outer layer clamp ring were fitted to each other at different positions by 180 ° in the circumferential direction .

本発明によれば、前述の従来の問題点(i)〜(v)を解決できる。そして、パイプの引抜けを防止するために強力な締め付け力を発生する締付環体5を使用した場合に、拡径部材を軽く(小さな力で)離脱可能である。しかも、構造が簡素となり、挿入筒部に於て、シール溝とシール材を省略することも可能となる場合も多くなり、挿入筒部の貫通孔(流路孔)の径を増大でき、流体通過抵抗も減少できる。   According to the present invention, the above-mentioned conventional problems (i) to (v) can be solved. When the tightening ring 5 that generates a strong tightening force is used to prevent the pipe from being pulled out, the diameter-expanding member can be removed lightly (with a small force). In addition, the structure becomes simple, and it is often possible to omit the sealing groove and the sealing material in the insertion tube portion, and the diameter of the through hole (flow channel hole) of the insertion tube portion can be increased. The passage resistance can also be reduced.

本発明の実施の一形態を示す要部断面図である。It is principal part sectional drawing which shows one Embodiment of this invention. パイプ接続途中と完了状態を示した要部断面図である。It is principal part sectional drawing which showed the pipe connection middle and the completion state. 要部正面図である。It is a principal part front view. 図3のK−K矢視拡大図である。It is a KK arrow enlarged view of FIG. 概略構成説明図である。It is schematic structure explanatory drawing. 要部拡大説明図である。It is a principal part expansion explanatory drawing. 拡径本体の一例を示す図であって、(A)は正面図、(B)は側面図である。It is a figure which shows an example of an enlarged diameter main body, Comprising: (A) is a front view, (B) is a side view. 仮補強片の一例を示す図であって、(A)は正面図、(B)は側面図である。It is a figure which shows an example of a temporary reinforcement piece, Comprising: (A) is a front view, (B) is a side view. 拡径部材の構造と作用を示す説明図である。It is explanatory drawing which shows the structure and effect | action of a diameter-expansion member. 拡径部材に於て仮補強片が分離した瞬間を示す説明図である。It is explanatory drawing which shows the moment when the temporary reinforcement piece isolate | separated in the diameter expansion member. 拡径本体が破壊する瞬間の説明図である。It is explanatory drawing of the moment when a diameter-expansion main body destroys. 他の実施の形態を示し、仮補強片が分離する状態の説明用断面図である。It is sectional drawing for description of the state which shows other embodiment and a temporary reinforcement piece isolate | separates. 他の実施の形態における接続完了状態を示す断面図である。It is sectional drawing which shows the connection completion state in other embodiment. 従来例を示す断面図である。It is sectional drawing which shows a prior art example. 従来例に用いられている抜け止めリングの正面図である。It is a front view of the retaining ring used in the conventional example. 従来の抜け止めリングの断面側面図である。It is a cross-sectional side view of the conventional retaining ring. 従来例の要部拡大説明図である。It is principal part expansion explanatory drawing of a prior art example.

以下、図示の実施の形態に基づき本発明を詳説する。
図1と図2に於て、1は被接続用のパイプであって、その端部1Aが矢印Aのように本発明に係る管継手Jに差込まれる。2は継手本体であって、パイプ1の端部1Aの内周面に挿入される挿入筒部3を一体に有している。
Hereinafter, the present invention will be described in detail based on the illustrated embodiment.
1 and 2, reference numeral 1 denotes a pipe to be connected, and an end portion 1A thereof is inserted into a pipe joint J according to the present invention as indicated by an arrow A. Reference numeral 2 denotes a joint body, which integrally includes an insertion tube portion 3 that is inserted into the inner peripheral surface of the end portion 1A of the pipe 1.

パイプ1は、内周面が合成樹脂であれば各種の材質・構造のものが使用できるが、好ましくは、PEX(架橋ポリエチレン)、PE(ポリエチレン)、PB(ポリブデン)等の合成樹脂管や、Al等の金属層を中間層として有する複合管が使用される。また、このパイプ1と管継手Jには給水、給湯等の液体、あるいは、エア,天然ガス,LPG等の気体が流れる。
そして、挿入筒部3に外嵌されたパイプ端部1Aを(図2と図3と図4に示すように)弾発的な締め付け力で締め付けるための締付環体5と、この締付環体5の弾発力に抗して締付環体5を拡径するように離脱可能に挟持された拡径部材6を、備えている。この拡径部材6は、後述するように、複数(2個)の部品を仮組みしてユニット化した小部材であって、複数(2個)の部品は巧妙な機能と作動を各々行って、図1から図2(A)(B)のように挿入されてくるパイプ1の先端部1Bを検知して締付環体5の挟持から離脱する。
The pipe 1 can be made of various materials and structures as long as the inner peripheral surface is a synthetic resin, preferably a synthetic resin tube such as PEX (crosslinked polyethylene), PE (polyethylene), PB (polybutene), A composite tube having a metal layer such as Al as an intermediate layer is used. Further, a liquid such as water supply or hot water supply or a gas such as air, natural gas, or LPG flows through the pipe 1 and the pipe joint J.
Then, a tightening ring 5 for tightening the pipe end portion 1A externally fitted to the insertion tube portion 3 with a resilient tightening force (as shown in FIGS. 2, 3 and 4), and this tightening A diameter expanding member 6 is provided so as to be detachable so as to expand the diameter of the tightening ring 5 against the elastic force of the ring 5. As will be described later, the diameter-expanding member 6 is a small member obtained by temporarily assembling a plurality of (two) parts into a unit, and each of the plurality (two) parts performs a clever function and operation. The tip 1B of the pipe 1 inserted as shown in FIGS. 1 to 2A and 2B is detected and detached from the clamping ring 5.

そして、図1〜図4に示すように、締付環体5は、C型の内層クランプリング51とC型の外層クランプリング52の2重構造であり、しかも、図5(B)と図3でも明らかなように、内層クランプリング51のスリット51Aと外層クランプリング52のスリット52Aとを、周方向に 180°位置を相違させて相互に嵌合(嵌着)させて成る。このように、締付環体5は内層外層2重構造体であり、パイプ締付環状ユニットUと呼ぶこともできる。   As shown in FIGS. 1 to 4, the tightening ring 5 has a double structure of a C-type inner layer clamp ring 51 and a C-type outer layer clamp ring 52, and FIG. 5B and FIG. 3, the slit 51A of the inner layer clamp ring 51 and the slit 52A of the outer layer clamp ring 52 are fitted (fitted) to each other at 180 ° positions in the circumferential direction. Thus, the tightening ring 5 is an inner-layer / outer-layer double structure and can also be referred to as a pipe tightening annular unit U.

上記拡径部材6は、このような2重構造の締付環体5(締付環状ユニットU)の内層クランプリング51のスリット51Aに挟持されている。図5に於て、内層クランプリング51と外層クランプリング52とを相互に密嵌させた2重構造体のパイプ締付環状ユニットU(締付環体5)は、強力弾発力Fuをもって、図2(B)に示す如く、パイプ端部1Aをラジアル内方向に弾発的に締め付けることができる。ここで、内層クランプリング51、外層クランプリング52の各々のラジアル内方向弾発力を、F1 ,F2 とすれば、上記ユニットU(締付環体5)の前記強力弾発力Fuは、Fu=F1 +F2 なる数式をもって示すことができる。 The diameter-expanding member 6 is sandwiched between slits 51A of the inner layer clamp ring 51 of such a double-structured tightening ring 5 (tightening ring unit U). In FIG. 5, the double structure pipe tightening annular unit U (tightening ring 5) in which the inner layer clamp ring 51 and the outer layer clamp ring 52 are closely fitted to each other has a strong elastic force Fu, As shown in FIG. 2B, the pipe end 1A can be elastically tightened in the radial inward direction. Here, if the radial inward elastic forces of the inner layer clamp ring 51 and the outer layer clamp ring 52 are F 1 and F 2 , the strong elastic force Fu of the unit U (clamping ring 5) is , Fu = F 1 + F 2 .

このような2重弾発構造の締付環体5(パイプ締付環状ユニットU)の強力弾発力Fuによって、(拡径部材6が図2(B)のように離脱した状態下で)パイプ1の端部1Aを、挿入筒部3に対して高面圧で圧接させて、挿入筒部3にシール材(及びシール溝)を全く省略しても、十分な密封作用が得られる。
また、内層クランプリング51と外層クランプリング52とを相互に連結する、ピンやリベットやボルトやバンド等の連結部材を省略している。
なお、図5(A)に示すように、内層スリット51Aと外層スリット52Aとを同方向に一致させて、同一位置にて組立てるようにするも自由である。
Due to the strong elastic force Fu of the tightening ring 5 (pipe tightening ring unit U) having such a double-ballistic structure (under the condition that the diameter-expanding member 6 is detached as shown in FIG. 2B). Even if the end portion 1A of the pipe 1 is brought into pressure contact with the insertion tube portion 3 at a high surface pressure and the sealing material (and the seal groove) is omitted from the insertion tube portion 3, a sufficient sealing action can be obtained.
Further, connecting members such as pins, rivets, bolts, and bands for connecting the inner layer clamp ring 51 and the outer layer clamp ring 52 to each other are omitted.
As shown in FIG. 5A, the inner layer slit 51A and the outer layer slit 52A may be aligned in the same direction and assembled at the same position.

次に、図6は図2の要部拡大図であるが、この図6と図1,図2に於て、挿入筒部3の外周面には、(従来例の図14,図17に示したような)シール溝(凹周溝)34及びシール材35を省略して、多数本の低い三角突条8を独立円環状に突設している。図5(A)(B)に示した強力弾発力Fuによる、パイプ端部1Aへの締め付け力によって、パイプ端部1Aの内周面に三角突条8を食い込ませて、矢印E方向へのパイプ抜けを阻止すると共に流体の外部漏洩を防止する。即ち、2重構造とした締付環体5(パイプ締付環状ユニットU)の強力弾発力Fuによって、パイプ1の端部内周面に三角突条8を食い込ませて、抜け止め兼密封作用をなさしめている。   Next, FIG. 6 is an enlarged view of the main part of FIG. 2. In FIG. 6, FIG. 1, and FIG. The seal groove (concave groove) 34 and the seal material 35 (not shown) are omitted, and a number of low triangular protrusions 8 are provided in an independent annular shape. In the direction of arrow E, the triangular protrusion 8 is bitten into the inner peripheral surface of the pipe end 1A by the tightening force on the pipe end 1A by the strong elastic force Fu shown in FIGS. This prevents the pipe from coming off and prevents the fluid from leaking outside. That is, the triangular protrusion 8 is bitten into the inner peripheral surface of the end portion of the pipe 1 by the strong elastic force Fu of the tightening ring body 5 (pipe tightening ring unit U) having a double structure, thereby preventing and sealing. Is welcoming you.

本発明に於て、三角突条8が多数本とは、7本以上であると定義し、また、三角突条8が低いとは、高さ寸法H8 が、 0.1mm〜 0.3mmであると定義する。(図1,図2,図6では9本の場合を示している。)
さらに、挿入筒部3の外周面に突設された多数本の低い三角突条8の軸心方向中間位置には、低い丸山型のシール用丸突条9が配設されている。この丸山型のシール用丸突条9が低いとは、その高さ寸法H9 が 0.1mm〜 0.3mmであると定義する。このように、三角突条8とシール用丸突条9の高さ寸法H8 ,H9 は略等しく設定され、従来公知のタケノ子状三角突条よりも十分に低く設定した。
At a present invention, the triangular protrusion 8 is large number, defined as being 7 or more, also, the lower triangular protrusion 8, the height dimension H 8, is 0.1 mm to 0.3 mm It is defined as (In FIG. 1, FIG. 2 and FIG. 6, nine cases are shown.)
Further, a low round mountain-shaped sealing round ridge 9 is disposed at an intermediate position in the axial direction of a plurality of low triangular ridges 8 protruding from the outer peripheral surface of the insertion tube portion 3. The low round ridge-shaped sealing ridge 9 is defined as having a height dimension H 9 of 0.1 mm to 0.3 mm. Thus, the height dimensions H 8 and H 9 of the triangular ridge 8 and the sealing round ridge 9 are set to be substantially equal, and are set sufficiently lower than the conventionally known bamboo-shaped triangular ridge.

また、図6に示すように、三角突条8,8相互の基本(間隔)ピッチP1 としては、2mm以下に設定し、さらに、このピッチP1 に対して、シール用丸突条9と隣り合う三角突条8Aとの間のピッチP2 ,P3 を、大きく設定する。後者のピッチP2 ,P3 とを同一としても良いが、僅かに差を設けても良い。 Further, as shown in FIG. 6, the basic (interval) pitch P 1 between the triangular ridges 8 and 8 is set to 2 mm or less. Further, with respect to this pitch P 1 , The pitches P 2 and P 3 between the adjacent triangular protrusions 8A are set large. The latter pitches P 2 and P 3 may be the same, but a slight difference may be provided.

仮に、極めて大きい引抜力が矢印E方向に瞬間的に作用した際には、多数の三角突条8を越えてパイプ1の内面が矢印E方向へ移動するが、上記基本ピッチP1 の移動で再び三角突条8が元の三角凹溝13に係止すると想定され、図6中に矢印E′,E′で示すように基本ピッチP1 だけ移動する。
このとき、一ピッチ分だけ矢印E′のように移動した凹溝13が存在しない平坦円周面が、丸突条9に対応して丸い凹状に弾性変形して密接状態となり、しかも、摩耗傷のない上記平坦円周面が丸い凹状に弾性変形するので、流体の外部漏洩が生じず、安定した密封性を発揮する。
なお、三角突条8は、図6に示すように、管継手内方側に軸心直交状の辺18を有する直角三角形とするのが望ましい。
また、三角突条8としては、(図示省略するが)頂部を丸型や平坦付きの丸型を有する断面形状として、係止機能の他に、シール(密封)機能を同時に具備するようにしても良い。
If, when the very large pulling force is applied instantaneously to the arrow E direction is a number of inner surfaces of the triangular protrusion 8 a exceeds the pipe 1 moves in the arrow E direction, with the movement of the fundamental pitch P 1 It is assumed that the triangular protrusion 8 is again locked in the original triangular groove 13 and moves by the basic pitch P 1 as indicated by arrows E ′ and E ′ in FIG.
At this time, the flat circumferential surface without the concave groove 13 moved as indicated by the arrow E ′ by one pitch is elastically deformed into a round concave shape corresponding to the round ridge 9 and is brought into a close contact state. Since the flat circumferential surface having no gap is elastically deformed into a round concave shape, no external leakage of fluid occurs and stable sealing performance is exhibited.
As shown in FIG. 6, the triangular protrusion 8 is preferably a right triangle having a side 18 that is orthogonal to the axial center on the inner side of the pipe joint.
In addition, the triangular protrusion 8 has a cross-sectional shape having a round shape or a round shape with a flat shape (not shown), and has a sealing function in addition to a locking function. Also good.

次に、拡径部材6について説明する。図3は管継手の内部から外部方向を見た要部の図であり、図4は図3のK−K矢視拡大図であり、この図3と図4、及び、図7〜図11、さらに、図1と図2に示すように、拡径部材6は、拡径本体61と仮補強片62とを仮組みして構成され、しかも、拡径本体61は締付環体5から受ける弾発力Fxによって破損する硬度に予め設定しておく。つまり、仮補強片62を仮組みしない場合、図3に示す矢印Fxにて示す強大な弾発力によって、破損(破壊)―――図11参照―――を生ずる。
具体的には、図3と図4に示す実施の形態では、内層クランプリング51のスリット51Aに拡径本体61が挟持され、パイプ未挿入状態では、仮補強片62によって、このような破損(破壊)を防止するように補強している。このとき、前記弾発力Fxは、2重構造の締付環体5の内層クランプリング51と外層クランプリング52の両者から発生する弾発的な外力である。
Next, the diameter expanding member 6 will be described. FIG. 3 is a view of the main part when viewed from the inside of the pipe joint, and FIG. 4 is an enlarged view taken along the line KK of FIG. 3, and FIGS. 3 and 4 and FIGS. Further, as shown in FIGS. 1 and 2, the diameter-expanding member 6 is configured by temporarily assembling a diameter-expanding main body 61 and a temporary reinforcing piece 62, and the diameter-expanding main body 61 is formed from the tightening ring 5. The hardness is set in advance so as to be damaged by the elastic force Fx received. In other words, when the temporary reinforcing piece 62 is not temporarily assembled, the damage (destruction)-refer to FIG. 11--is caused by the strong elastic force indicated by the arrow Fx shown in FIG.
Specifically, in the embodiment shown in FIGS. 3 and 4, the diameter-enlarged body 61 is sandwiched between the slits 51 </ b> A of the inner layer clamp ring 51. Reinforced to prevent destruction. At this time, the resilient force Fx is a resilient external force generated from both the inner layer clamp ring 51 and the outer layer clamp ring 52 of the double-structured tightening ring 5.

拡径本体61は、硬度がHRC45以上―――好ましくはHRC48〜55―――であるS65CやSK材や可鍛鋳鉄等の鋼鉄製である。しかも、少なくとも1ヶ所には、(仮補強片62が離脱した際には直ちに破損が発生するように)破損促進用の応力集中発生ノッチNが形成されている。   The diameter-expanded main body 61 is made of steel such as S65C, SK material, or malleable cast iron having a hardness of HRC45 or higher, preferably HRC48-55. Moreover, a stress concentration generating notch N for promoting damage is formed in at least one place (so that damage occurs immediately when the temporary reinforcing piece 62 is detached).

図7に於て、この拡径本体61は均一な肉厚のブロック体であって、2点鎖線にて区分して説明すれば、一文字状中央杆部63と、この中央杆部63の一辺(下辺)から突設された2本の被挟持脚部64,64と、中央杆部63の他辺(上辺)から突設された2本の仮補強片取付用突片部65,65とを、有すると共に、2本の突片部65,65の間隔部66から連続して倒立三角形状の切欠部67を、中央杆部63の上辺を切欠状に形成して、この切欠部67の倒立三角形の一頂角をもって、(鋭利な形状に)ノッチNを形成する。   In FIG. 7, the enlarged diameter main body 61 is a block body having a uniform thickness. If it is described by being divided by a two-dot chain line, a single letter-shaped central collar 63 and one side of the central collar 63 will be described. Two clamped leg portions 64, 64 projecting from the (lower side), and two temporary reinforcing piece mounting projections 65, 65 projecting from the other side (upper side) of the central collar 63, In addition, an inverted triangular notch 67 is formed continuously from the interval 66 between the two projecting pieces 65, 65, and the upper side of the central collar 63 is formed in a notch shape. A notch N is formed (in a sharp shape) with an apex angle of an inverted triangle.

一対の被挟持脚部64,64は、所定半径Rの略半円形の内周面を形成するように、弧状突片型であり、その外周弧状面68が、直接に内層クランプリング51のスリット51Aを形成している開口端面69に当接する。
仮補強片62は略矩形状の孔70を有する、同一肉厚寸法の板片から成り、全体が略矩形枠型であって、図3のように締付環体5に組立てた状態で外層クランプリング52の外周面と同一面状乃至僅かにラジアル内方位置にあるような円弧辺71に形成する。さらに、図8(A)でも明らかなように、貫通状の孔70の左右側辺72,72は、相互に平行な線部72Aと、間隔がラジアル内方向(図8の下方向)へ拡大する傾斜部72Bとから成る。このようにすることで、図1から図2(A)のように、さらには図2(B)のように、仮補強片62が、パイプ1の先端部1Bに押圧されて、しだいに傾斜してゆく際の抵抗力を低減して、軽い力で仮補強片62が拡径本体61の突片部65,65から、離脱する。
The pair of sandwiched leg portions 64 and 64 are arc-shaped projecting piece types so as to form a substantially semicircular inner peripheral surface having a predetermined radius R, and the outer peripheral arc-shaped surface 68 directly forms a slit of the inner layer clamp ring 51. It abuts on the opening end surface 69 forming 51A.
The temporary reinforcing piece 62 is formed of a plate piece having the same wall thickness and having a substantially rectangular hole 70, and the whole is a substantially rectangular frame shape, and is assembled to the fastening ring 5 as shown in FIG. It is formed on an arcuate side 71 that is flush with the outer peripheral surface of the clamp ring 52 or slightly inward in the radial direction. Further, as is apparent from FIG. 8A, the left and right sides 72, 72 of the penetrating hole 70 are expanded in parallel with each other to the line portion 72A and radially inward (downward in FIG. 8). And an inclined portion 72B. By doing so, as shown in FIGS. 1 to 2A and further as shown in FIG. 2B, the temporary reinforcing piece 62 is pressed against the tip 1B of the pipe 1 and gradually inclined. Then, the resistance force at the time of reduction is reduced, and the temporary reinforcing piece 62 is detached from the projecting piece portions 65 and 65 of the enlarged diameter main body 61 with a light force.

図9に於て、拡径本体61の突片部65,65が、仮補強片62の孔70に差込まれ、矢印Fx,Fxにて示す締め付け力が締付環体5によって付与されたとき、この締め付け力Fxよりも十分に小さい抑止力F62にて、ノッチNからの亀裂発生を防止している(図1参照)。 In FIG. 9, the projecting piece portions 65, 65 of the enlarged diameter main body 61 are inserted into the holes 70 of the temporary reinforcing piece 62, and the tightening force indicated by the arrows Fx, Fx is applied by the tightening ring 5. when, at sufficiently small deterrent F 62 than the clamping force Fx, thereby preventing cracking from the notch N (refer to FIG. 1).

パイプ未挿入状態を示した図1と図3の状態では、仮補強片62の一部62Aが、内層クランプリング51の内周面よりもラジアル内方向へ突出しており、パイプ1が矢印A方向に挿入されてくると、パイプ1の先端部1Bがこの一部62Aに当接する。言い換えると、仮補強片62は、挿入されてくるパイプ1の先端部1Bを検出する。直ちに(瞬時に)図2(A)に示すように、仮補強片62は傾斜してゆき、拡径本体61から分離し、図10の状態となり、今まで、図9の矢印F62にて示すように作用していた抑止力が零となって、応力集中点であるところのノッチNから、瞬時に亀裂Yが発生して、矢印73,73の方向に一対の突片部65,65が隔離するように変形しつつ亀裂Yが図11に示す如く拡大して、拡径本体61が破損(破壊)し、パチッ(又はバチッ)という大きな音を発生する。これに伴って、図11の矢印74,74のように高速で破損(破壊)した各片が飛散しつつ締付環体5から離脱する(図2(B)参照)。カバー12の内部には、このように離脱した仮補強片62と拡径本体61を収納する空間部75を予め有している。 1 and 3 showing the pipe not inserted state, a part 62A of the temporary reinforcing piece 62 protrudes radially inward from the inner peripheral surface of the inner layer clamp ring 51, and the pipe 1 is in the direction of arrow A. When inserted, the tip 1B of the pipe 1 comes into contact with the part 62A. In other words, the temporary reinforcing piece 62 detects the tip portion 1B of the inserted pipe 1. Immediately as shown in (instantly) FIG. 2 (A), the temporary reinforcing piece 62 Yuki inclined, separated from the enlarged body 61, a state of FIG. 10, until now, by the arrow F 62 in FIG. 9 As shown in the figure, the deterring force acting was zero, and a crack Y instantly occurred from the notch N at the stress concentration point, and a pair of projecting portions 65, 65 in the direction of arrows 73, 73 The crack Y expands as shown in FIG. 11 while being deformed so as to be isolated, and the enlarged diameter main body 61 is broken (broken), and a loud sound is generated. Along with this, each piece damaged (broken) at high speed as indicated by arrows 74 and 74 in FIG. 11 is detached from the fastening ring 5 while being scattered (see FIG. 2B). Inside the cover 12, a space portion 75 for accommodating the temporary reinforcing piece 62 and the enlarged diameter main body 61 detached in this manner is previously provided.

ところで、図9に於て、極めて大きい弾発力Fxが脚部64に作用している状態下で、抑止力F62が十分に小さくて済む理由は、次の通りである。即ち、弾発力Fxに対応する大きな抵抗力は、拡径本体61(の中央杆体63)自身の内部応力によって大部分を分担しており、例えば、10%〜30%の外力を矢印F62の方向に仮補強片62によって付与すれば済むからである。 Incidentally, in FIG. 9, the reason why the deterring force F 62 can be sufficiently small under the condition that the extremely large elastic force Fx acts on the leg portion 64 is as follows. That is, the large resistance force corresponding to the elastic force Fx is largely shared by the internal stress of the diameter-expanded main body 61 (the central casing 63) itself. For example, an external force of 10% to 30% is applied to the arrow F62. This is because it may be applied by the temporary reinforcing piece 62 in the direction of.

このようにして、仮補強片62を、拡径本体61の突片部65,65から小さな力をもって分離できる。特に、2重構造として内層クランプリング51と外層クランプリング52から成る締付環体5は、従来は全く至難であったところの強大な弾発力Fxを発生可能となるが、このような強大な弾発力Fxにかかわらず、本発明では小さな力にて(上述のように)仮補強片62を分離(離脱)させ、直ちに、拡径本体61を破壊して、図2に示すように強力弾発力Fuをもってパイプ端部1Aを、締付環体5が締め付けて、図6のように挿入筒部3に対し、パイプ1の内周面を密着できる。
また、図2の状態からも判るように、梃子の原理を用いているため、パイプ1から矢印A方向に仮補強片62の一部62Aに付与すべき力は、一層小さくて済む。
In this way, the temporary reinforcing piece 62 can be separated from the protruding piece portions 65, 65 of the enlarged diameter main body 61 with a small force. In particular, the fastening ring 5 composed of the inner layer clamp ring 51 and the outer layer clamp ring 52 as a double structure can generate the strong resilience Fx that has been difficult in the past. Regardless of the elastic force Fx, in the present invention, the temporary reinforcing piece 62 is separated (detached) with a small force (as described above), and the diameter-expanded main body 61 is immediately destroyed, as shown in FIG. The tightening ring 5 tightens the pipe end 1A with a strong elastic force Fu so that the inner peripheral surface of the pipe 1 can be brought into close contact with the insertion tube portion 3 as shown in FIG.
Further, as can be seen from the state of FIG. 2, since the lever principle is used, the force to be applied from the pipe 1 to the part 62A of the temporary reinforcing piece 62 in the arrow A direction can be further reduced.

次に、図8に2点鎖線にて示すような感知用突片部76を形成することも、Al−プラスチック複合管等には、好ましい。即ち、このような突片部76を拡径部材6に形成しておけば、図12と図13に示すように、パイプ1の挿入―――先端部1Bの挿入―――を早く感知し(図2と図3と比較参照)、パイプ1の特に先端部1Bの近くを締付環体5によって締め付けて抜け止め可能となり、変形が難しい上記のAl−プラスチック複合管等の接続に好適なものである。   Next, it is also preferable for the Al-plastic composite pipe or the like to form a sensing protrusion 76 as shown by a two-dot chain line in FIG. That is, if such a projecting piece 76 is formed on the diameter-expanding member 6, as shown in FIGS. 12 and 13, the insertion of the pipe 1—the insertion of the tip 1B—is quickly sensed. (Refer to FIG. 2 and FIG. 3 for comparison.) The pipe 1 particularly close to the tip 1B is clamped by the fastening ring 5 so that it can be prevented from coming off. Is.

さらに追加説明すれば、図1〜図3に於て、図1のパイプ未挿入状態では、パイプ1の外径よりも僅かに大きな内径寸法に内層クランプリング51の内径を拡大している。図1に示すように、2重構造であるパイプ締付環状ユニットUは、内層クランプリング51を、いわば正確な真円に近い形状に作製すると共に、外層クランプリング52は強力な弾発力F2 を発揮させるように幅寸法W52を内層クランプリング51の幅寸法W51よりも大に設定するのが望ましい。さらには、外層クランプリング52の肉厚寸法T52を内層クランプリング51の肉厚寸法T51よりも大きく設定するのが望ましい。
2重構造である締付環体5の内層クランプリング51は、(1重の厚肉のものと比較して)バネ鋼材等をC型に塑性加工が容易であり、かつ、正確な真円状とすることも容易である。他方、外層クランプリング52も、(1重の厚肉のものと比較して)バネ鋼材等にてC型に塑性加工が容易であると共に、真円度は、それ程、厳密でなくて済むので、作製が容易で、十分に幅寸法W52と肉厚寸法T52を大きくしても、作製可能となるという利点を有する。
1 to 3, the inner diameter of the inner layer clamp ring 51 is expanded to an inner diameter dimension slightly larger than the outer diameter of the pipe 1 when the pipe is not inserted in FIG. 1. As shown in FIG. 1, the pipe tightening annular unit U having a double structure produces the inner layer clamp ring 51 in a shape close to a true circle, and the outer layer clamp ring 52 has a strong elastic force F. it is desirable to set the width W 52 as to exhibit 2 to greater than the width W 51 of the inner clamp ring 51. Furthermore, it is desirable to set larger than the thickness dimension T 51 of the outer layer clamp ring 52 of the thickness dimension T 52 the inner clamp ring 51.
The inner layer clamp ring 51 of the clamp ring 5 having a double structure is easy to plastically process a spring steel material or the like into a C shape (compared to a single thick one) and is an accurate round It is easy to form. On the other hand, the outer layer clamp ring 52 is also easy to be plastically processed into a C shape with spring steel or the like (compared to a single thick one), and the roundness is not so strict. This has the advantage that it can be manufactured easily and can be manufactured even if the width dimension W 52 and the thickness dimension T 52 are sufficiently increased.

しかも、内層クランプリング51のみの構成について考察すれば、(図3と図4に於て、外層クランプリング52が存在しないとすれば、)軸心方向(幅寸法W51の方向)に僅かに円錐状(テーパ状)に、拡径部材6の存在によって変形する。つまり、拡径部材6は、軸心方向(幅寸法W51の方向)の中央ではなくて、図4の上端側に偏在するため、弾性的に拡径した内層クランプリング51は、図4の上側から下側へ僅かに縮径するテーパ状に変形し、パイプ1のスムースな挿入を阻害する虞がある。しかしながら、図1に示す如く、外層クランプリング52は、図1の左方向(管継手内方向)に、拡径部材6を越えて内方延伸状であり、その幅寸法W52の中央近傍に拡径部材6を配設できるので、締付環体5の内径がテーパ状(円錐状)となることを、防止できる。 Moreover, if the configuration of only the inner layer clamp ring 51 is considered, it is slightly in the axial direction (in the direction of the width dimension W 51 ) (if the outer layer clamp ring 52 does not exist in FIGS. 3 and 4). It is deformed into a conical shape (tapered shape) by the presence of the diameter expanding member 6. In other words, the enlarged diameter member 6 is not the center of the axial direction (direction of the width dimension W 51), in order to unevenly distributed on the upper end side in FIG. 4, inner clamping ring 51 resiliently expanded is shown in FIG. 4 There is a possibility that the pipe 1 is deformed into a tapered shape with a slightly reduced diameter from the upper side to the lower side, and the smooth insertion of the pipe 1 may be hindered. However, as shown in FIG. 1, the outer layer clamp ring 52 to the left in FIG. 1 (a pipe joint in direction), an inner stretched shape beyond the enlarged diameter member 6, near the center of its width dimension W 52 Since the diameter-expanding member 6 can be disposed, it is possible to prevent the inner diameter of the tightening ring 5 from becoming tapered (conical).

例えば、本発明に係る管継手Jの適用されるパイプ1の外径を、10mm〜30mmとした場合に、図3と図4に於て、拡径部材6を挟圧保持する挟圧力(弾発力)Fxは、 200kg〜 800kgと極めて大きい。特に、図6に示したように、シール材を省略して密封を確実に行うには、三角突条8及びシール用丸突条9が十分にパイプ内周面に食い込む必要があり、既述の締付環体5の弾発力Fu(=F1 +F2 )を、十分に大きくせねばならないため、上記挟圧力(弾発力)Fxを、 200kg〜 800kgと極めて大きく設定せねばならない。 For example, when the outer diameter of the pipe 1 to which the pipe joint J according to the present invention is applied is set to 10 mm to 30 mm, the pinching pressure (elasticity) for holding the diameter expanding member 6 in FIG. 3 and FIG. (Force) Fx is extremely large, 200kg to 800kg. In particular, as shown in FIG. 6, in order to securely seal without the seal material, the triangular protrusion 8 and the sealing round protrusion 9 need to sufficiently bite into the inner peripheral surface of the pipe. Since the elastic force Fu (= F 1 + F 2 ) of the tightening ring 5 must be sufficiently increased, the clamping force (elastic force) Fx must be set to an extremely large value of 200 kg to 800 kg.

そこで、従来例の図14〜図17に示したような一枚の素材(バネ鋼帯板)からなる締付環体36では、従来は全く不可能と考えられていた上述の 200kg〜 800kgもの挟圧力を、2重構造とすることで初めて達成できた。
言い換えると、特に厚さ寸法の大きいバネ鋼帯板を、内径を10mm強〜30mm強の小径筒型に塑性変形させようとすれば、製作中に破壊してしまう問題、真円状に加工することが至難であるという問題、及び、径寸法の変化に伴って弾発力(締め付け力)が極端に大小変化してしまうという問題があり、従来から、不可能と考えられていたのである。
Therefore, with the tightening ring 36 made of a single material (spring steel strip) as shown in FIGS. 14 to 17 of the conventional example, the above-mentioned 200 kg to 800 kg which has been considered impossible at all in the past. This was achieved for the first time by using a double structure for the clamping pressure.
In other words, if a spring steel strip with a particularly large thickness is plastically deformed into a small-diameter cylindrical mold with an inner diameter of over 10 mm to over 30 mm, it will break down during manufacturing, and it will be processed into a perfect circle. In the past, it was considered impossible, and there was a problem that the resilience (clamping force) would change extremely with the change in diameter.

また、図1と図2に於て、12はカバーであり、離脱した締付環体5が収納される空間部75を有し、透明樹脂とするのが好ましく、外から目視にて拡径部材6が離脱したか否かを確認できる。そして、図1,図2から明らかなように、従来例の図14〜図17に図示した抜け止めリング38を全く省略している。従って、図14〜図17では、パイプ31の外周面に食い込んだ抜け止めリング38がパイプ31から受ける軸心方向の大きな抜け力を、カバー(包囲筒体)41によって受け持つ必要があり、螺着部42等にて強固に継手本体33に連結せねばならなかった。これに対し、本発明では、強度はほとんど必要なくなり、継手本体2に対して、簡易な連結を行うのみで十分であり、カバー12自体も薄い樹脂で済む。   In FIGS. 1 and 2, reference numeral 12 denotes a cover, which has a space 75 in which the detached fastening ring 5 is accommodated and is preferably made of a transparent resin. It can be confirmed whether or not the member 6 is detached. As is apparent from FIGS. 1 and 2, the retaining ring 38 illustrated in FIGS. 14 to 17 of the conventional example is completely omitted. Therefore, in FIG. 14 to FIG. 17, it is necessary for the cover (enclosure cylinder) 41 to handle a large axial force that the retaining ring 38 that bites into the outer peripheral surface of the pipe 31 receives from the pipe 31. The joint body 33 had to be firmly connected to the joint body 33 by the portion 42 or the like. On the other hand, in the present invention, almost no strength is required, and it is sufficient to simply connect the joint body 2 to the joint body 2, and the cover 12 itself may be made of a thin resin.

なお、本発明は、図示の実施の形態に限らず設計変更自由であって、例えば、突片部65,65の長さを十分に延長することで、脚部64,64に作用する弾発力Fxの大きい場合に対応させても良い。また、拡径本体61の形状は変形可能であり、仮補強片62が分離すれば、弾発力Fxを受けて瞬時に破壊(破損)するような形状と構造とすれば良い。さらに、仮補強片62は、周囲が包囲された四角環状体の他に、C字型やU字型等であっても良い。
また、図1,図2に例示した雄ネジアダプター型に限らず、雌ネジアダプターやソケットやチーズ等の各種の形式の管継手に応用自由である。
The present invention is not limited to the illustrated embodiment, and can be freely changed. For example, by sufficiently extending the length of the projecting piece portions 65, 65, the elastic force acting on the leg portions 64, 64 can be used. You may make it respond | correspond to the case where force Fx is large. In addition, the shape of the diameter-expanded main body 61 can be deformed, and if the temporary reinforcing piece 62 is separated, the shape and the structure may be such that the elastic force Fx is received and instantaneously broken (damaged). Further, the temporary reinforcing piece 62 may be a C-shape, a U-shape, or the like in addition to the square annular body surrounded by the periphery.
Further, the present invention is not limited to the male screw adapter type illustrated in FIGS. 1 and 2, and can be freely applied to various types of pipe joints such as a female screw adapter, a socket, and cheese.

本発明は以上述べたように、締付環体5が、内層クランプリング51と外層クランプリング52の2重構造であるので、各々、バネ鋼等から破損を生じない範囲内で、十分に小径(例えば、内径10mm〜30mm)の円筒形に加工して後に、内層と外層を成すように嵌合して2重構造にユニット化できるので、従来、不可能と考えられていた強大な締め付け弾発力をもって、パイプ1を締め付けて、大きな引抜け力に耐え、かつ、挿入筒部3のシール材も省略可能となる。そして、従来の抜け止めリング38(図14〜図17参照)を省略可能となり、管継手の構成が簡略化される。また、カバー12も強度を必要としない薄肉のものとでき、継手本体2に対する連結強度も弱いもので済む。   In the present invention, as described above, the tightening ring 5 has a double structure of the inner layer clamp ring 51 and the outer layer clamp ring 52. After being processed into a cylindrical shape (for example, inner diameter 10 mm to 30 mm), it can be fitted into a double structure by fitting so as to form an inner layer and an outer layer. The pipe 1 is tightened with a force to withstand a large pull-out force, and the sealing material for the insertion tube portion 3 can be omitted. Then, the conventional retaining ring 38 (see FIGS. 14 to 17) can be omitted, and the configuration of the pipe joint is simplified. Further, the cover 12 can be made thin and does not require strength, and the connection strength to the joint body 2 can be weak.

また、挿入筒部3からシール材とシール溝を省略したので、挿入筒部3の肉厚寸法を減少でき、これに伴って、挿入筒部3の貫通孔を十分に大きく形成でき、流体通過抵抗の増加を防止できる。   Further, since the sealing material and the seal groove are omitted from the insertion tube portion 3, the thickness of the insertion tube portion 3 can be reduced, and accordingly, the through-hole of the insertion tube portion 3 can be formed sufficiently large, and the fluid passage An increase in resistance can be prevented.

本発明は、以上述べたように、被接続用のパイプ1の端部1Aに挿入される挿入筒部3を有する継手本体2と、上記挿入筒部3に外嵌された上記パイプ1の端部1Aを弾発的な締め付け力で締め付けるための締付環体5と、該締付環体5の弾発力に抗して該締付環体5を拡径するように挟持された拡径部材6と、を具備してなる管継手に於て、上記拡径部材6は、上記締付環体5からの上記弾発力によって破損する強度に設定された拡径本体61と、該拡径本体61が上記弾発力によって破損しないように仮組みされると共に挿入されてくる上記パイプ1の先端部1Bを検出して上記拡径本体61から分離し上記拡径本体61を破損させ上記締付環体5から離脱させる仮補強片62とを、具備しているので、仮補強片62をパイプ先端部1Bによる小さな押圧力にて分離させることができ、パイプ1の挿入作業が容易かつ迅速にできる。そして、このような締付環体5を拡径させる力は極めて大きくすることが可能なため、締付環体5を内層クランプリング51と外層クランプリング52の強力弾発力Fu発生の2重構造とすることを可能とした。   As described above, the present invention includes the joint body 2 having the insertion cylinder portion 3 inserted into the end portion 1A of the pipe 1 to be connected, and the end of the pipe 1 externally fitted to the insertion cylinder portion 3. A tightening ring 5 for tightening the portion 1A with a resilient tightening force, and an expansion pinched so as to expand the diameter of the tightening ring 5 against the resilient force of the tightening ring 5 In the pipe joint comprising the diameter member 6, the diameter-expanding member 6 includes a diameter-expanding main body 61 set to a strength that is damaged by the elastic force from the fastening ring 5, The enlarged diameter main body 61 is temporarily assembled so as not to be damaged by the elastic force, and the tip 1B of the pipe 1 inserted therein is detected and separated from the enlarged diameter main body 61 to damage the enlarged diameter main body 61. Since the temporary reinforcing piece 62 to be detached from the tightening ring 5 is provided, the temporary reinforcing piece 62 is pressed slightly by the pipe tip 1B. Can be separated by the insertion work of the pipe 1 can be easily and quickly. Since the force for expanding the diameter of the tightening ring 5 can be extremely increased, the tightening ring 5 is subjected to the double generation of the strong elastic force Fu of the inner layer clamp ring 51 and the outer layer clamp ring 52. It was possible to have a structure.

1 パイプ
1A 端部
1B 先端部
3 挿入筒部
5 締付環体
6 拡径部材
51 内層クランプリング
52 外層クランプリング
51A,52A スリット
61 拡径本体
62 仮補強片
N ノッチ
DESCRIPTION OF SYMBOLS 1 Pipe 1A End part 1B Tip part 3 Insertion cylinder part 5 Fastening ring 6 Diameter expansion member
51 Inner layer clamp ring
52 Outer clamp ring
51A, 52A slit
61 Expanded body
62 Temporary reinforcement piece N Notch

Claims (3)

被接続用のパイプ(1)の端部(1A)に挿入される挿入筒部(3)を有する継手本体(2)と、上記挿入筒部(3)に外嵌された上記パイプ(1)の端部(1A)を弾発的な締め付け力(Fx)で締め付けるための締付環体(5)と、該締付環体(5)の締め付け力(Fx)に抗して該締付環体(5)を拡径するように挟持された拡径部材(6)と、を具備してなる管継手に於て、
上記拡径部材(6)は、上記締付環体(5)からの上記締め付け力(Fx)によって破損する強度に設定された拡径本体(61)と、該拡径本体(61)が上記締め付け力(Fx)によって破損しないように仮組みされると共に挿入されてくる上記パイプ(1)の先端部(1B)を検出して上記拡径本体(61)から分離し上記拡径本体(61)を破損させ上記締付環体(5)から離脱させる仮補強片(62)とを、具備し
上記拡径本体(61)は、一文字状中央杆部(63)と、該中央杆部(63)の一辺から突設された2本の被挟持脚部(64)(64)と、上記中央杆部(63)の他辺から突設された2本の仮補強片取付用突片部(65)(65)とを、有すると共に、上記2本の突片部(65)(65)の間隔部(66)から上記中央杆部(63)の他辺を切欠状として倒立三角形状の切欠部(67)を形成し、該切欠部(67)の倒立三角形の一頂角をもって、破損促進用の応力集中発生ノッチ(N)を構成し、
上記仮補強片(62)は、略矩形状の孔(70)を有する略矩形枠型であって、パイプ未挿入状態に於て、該孔(70)に、上記拡径本体(61)の上記突片部(65)(65)が、差込まれ、
パイプ未挿入状態に於て、上記締め付け力(Fx)が上記締付環体(5)によって上記2本の被挟持脚部(64)(64)に付与されたとき、上記仮補強片(62)が、差込まれた上記突片部(65)(65)に対して、上記締め付け力(Fx)よりも小さい抑止力(F 62 )にて接触し、上記ノッチ(N)からの亀裂発生を防止するように構成し、
かつ、上記パイプ(1)の挿入を検出して上記仮補強片(62)が上記拡径本体(61)から分離すると、上記ノッチ(N)から、瞬時に亀裂(Y)が発生して、上記2本の突片部(65)(65)が隔離するように変形しつつ上記亀裂(Y)が拡大して、上記拡径本体(61)が破損するように構成したことを特徴とする管継手。
A joint body (2) having an insertion cylinder part (3) inserted into the end part (1A) of the pipe (1) to be connected, and the pipe (1) externally fitted to the insertion cylinder part (3) end the clamping ring body for tightening by (1A) of the resiliently clamping force (Fx) (5), with該締against該締with annulus clamping force of (5) (Fx) In a pipe joint comprising a diameter-enlarging member (6) sandwiched so as to expand the diameter of the ring (5),
The diameter-expanding member (6) includes a diameter-expanding body (61) set to a strength that is damaged by the tightening force (Fx) from the tightening ring (5), and the diameter-expanding body (61) The tip (1B) of the pipe (1) that is temporarily assembled and inserted so as not to be damaged by the tightening force (Fx) is detected and separated from the diameter-enlarging body (61), and the diameter-enlarging body (61 ) And a temporary reinforcing piece (62) for detaching from the tightening ring (5) ,
The diameter-enlarging main body (61) includes a single-letter central collar (63), two sandwiched legs (64) (64) projecting from one side of the central collar (63), and the center Two temporary reinforcing piece mounting projections (65) (65) projecting from the other side of the flange (63), and the two projections (65) (65) The other side of the central flange (63) is cut out from the gap (66) to form an inverted triangular cutout (67), and the top angle of the inverted triangle of the cutout (67) is used to promote breakage. A stress concentration generation notch (N) for
The temporary reinforcing piece (62) has a substantially rectangular frame shape having a substantially rectangular hole (70). When the pipe is not inserted, the temporary reinforcing piece (62) is inserted into the hole (70). The protruding piece (65) (65) is inserted,
When the tightening force (Fx) is applied to the two sandwiched leg portions (64) (64) by the tightening ring (5) in a state where the pipe is not inserted, the temporary reinforcing piece (62 ) is, the protruding piece that is plugged against (65) (65), in contact with the clamping force (Fx) smaller deterrent than (F 62), crack from the notch (N) Configured to prevent
And, when the insertion of the pipe (1) is detected and the temporary reinforcing piece (62) is separated from the enlarged diameter main body (61), a crack (Y) is instantaneously generated from the notch (N), The two protruding pieces (65) and (65) are deformed so as to be isolated from each other, and the crack (Y) expands to damage the diameter-expanded main body (61). Pipe fittings.
上記締付環体(5)が内層クランプリング(51)と外層クランプリング(52)の2重構造とした請求項1記載の管継手。   The pipe joint according to claim 1, wherein the tightening ring (5) has a double structure of an inner layer clamp ring (51) and an outer layer clamp ring (52). 上記内層クランプリング(51)のスリット(51A)と、上記外層クランプリング(52)のスリット(52A)とを、周方向に180°位置を相違させて相互に嵌合させた請求項2記
載の管継手。
The slit (51A) of the inner layer clamp ring (51) and the slit (52A) of the outer layer clamp ring (52) are fitted to each other at 180 ° positions in the circumferential direction. Pipe fittings.
JP2011062391A 2011-03-22 2011-03-22 Pipe fitting Expired - Fee Related JP5410469B2 (en)

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