JPH075353Y2 - Sealing structure for split split pipe fittings - Google Patents
Sealing structure for split split pipe fittingsInfo
- Publication number
- JPH075353Y2 JPH075353Y2 JP11927189U JP11927189U JPH075353Y2 JP H075353 Y2 JPH075353 Y2 JP H075353Y2 JP 11927189 U JP11927189 U JP 11927189U JP 11927189 U JP11927189 U JP 11927189U JP H075353 Y2 JPH075353 Y2 JP H075353Y2
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- split
- joint
- seal member
- elastic seal
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
Landscapes
- Branch Pipes, Bends, And The Like (AREA)
Description
【考案の詳細な説明】 [産業上の利用分野] 本考案は分岐分割形管継手のシール構造にかかり、特
に、元管に形成された穿孔を通って分岐管に流下する流
体が、穿孔に対応して配設された一方の継手部材の内面
と元管の表面との隙間を通って外部に漏洩したり、前記
隙間から内部に異物が侵入する不都合を防止するシール
構造に関する。DETAILED DESCRIPTION OF THE INVENTION [Industrial application] The present invention relates to a seal structure for a branched split type pipe joint, and in particular, the fluid flowing down the branch pipe through the perforation formed in the main pipe is The present invention relates to a seal structure that prevents the inconvenience of leaking to the outside through a gap between the inner surface of one joint member and the surface of a main pipe, which are arranged correspondingly, and preventing foreign matter from entering the inside through the gap.
[従来の技術] 一般に、都市ガスの埋設共給配管は、第8図に示すよう
に、元管Aから需要者に向う分岐管Bを分岐接続した構
成になっており、元管Aと分岐管Bは分岐分割形管継手
Cを用いて分岐接続した構成になっている。[Prior Art] Generally, as shown in FIG. 8, a buried co-supply pipe for city gas has a configuration in which a branch pipe B from a main pipe A to a consumer is branched and connected to the main pipe A. The pipe B is branched and connected by using a branched split type pipe joint C.
即ち、第5図に示すように、分岐分割形管継手Cは1対
の分割継手部材C1,C2によって構成され、一方の分割継
手部材C1の内面Caが元管Aに形成された穿孔Hに対応
し、かつ他方の分割継手部材C2の内面Cbに対向して配設
され、両分割継手部材C1,C2の複数締結箇所(例えば4
箇所、ただし第5図には2箇所のみを示している)のそ
れぞれをボルトおよびナットによってなる締結部材Dに
よって締結して、両者C1,C2を一体に結合している。That is, as shown in FIG. 5, the branched split type pipe joint C is composed of a pair of split joint members C1 and C2, and the inner surface Ca of one split joint member C1 is a perforation H formed in the main pipe A. Correspondingly, the split joint members C2 and C2 are arranged so as to face the inner surface Cb of the other split joint member C2, and a plurality of fastening points (for example, 4
5 (only two locations are shown in FIG. 5) are fastened together by fastening members D made up of bolts and nuts, and both C1 and C2 are integrally connected.
また、一方の分割継手部材C1に接続された分岐管Bに向
って、元管Aの穿孔Hから流下するガスが、一方の分割
継手部材C1の内面Caと元管Aの表面との隙間から外部に
漏洩したり、前記隙間を通って外部から異物が侵入する
不都合を防止するために、一方の分割継手部材C1の内面
Caに環状の嵌合溝Eを形成し、この嵌合溝Eに環状の弾
性シール部材Sを嵌合して、この弾性シール部材Sによ
り穿孔Hの径外部付近を取り囲んで元管Aの表面に圧接
させることによってシールがなされている。Further, the gas flowing down from the perforation H of the original pipe A toward the branch pipe B connected to the one split joint member C1 is discharged from the gap between the inner surface Ca of the one split joint member C1 and the surface of the original pipe A. The inner surface of one of the split joint members C1 in order to prevent the inconvenience of leakage to the outside or intrusion of foreign matter from the outside through the gap.
An annular fitting groove E is formed in Ca, an annular elastic seal member S is fitted in the fitting groove E, and the elastic seal member S surrounds the outer periphery of the perforation H and the surface of the original pipe A. The seal is made by pressing it against.
[考案が解決しようとする課題] このように、分岐分割形管継手Cにより元管Aから分岐
管Bを分岐接続して地中に埋設したガス配管系におい
て、例えば、地盤沈下によって矢印F1で示す下向きの荷
重が分岐分割形管継手Cに負荷されて、元管Aを第6図
の仮想線で示すように曲げようとする力が作用すると、
この曲げ力が元管Aにおける分割継手部材C1,C2によっ
て抱持されている部分にも伝わって、第5図の水平中立
面CFより上側に圧縮荷重が作用し、水平中立面CFより下
側に引張荷重が作用することになる。[Problems to be Solved by the Invention] As described above, in a gas piping system in which the branch pipe B is branched from the main pipe A to the branch pipe B by the branch split type pipe joint C and buried in the ground, for example, by arrow F1 due to ground subsidence. When the downward load shown in the drawing is applied to the branched split type pipe joint C and a force to bend the original pipe A as shown by the phantom line in FIG. 6 acts,
This bending force is also transmitted to the portion of the base pipe A held by the split joint members C1 and C2, and a compressive load acts above the horizontal neutral plane CF of FIG. A tensile load will act on the lower side.
元管Aの分割継手部材C1,C2によって抱持されている部
分において、他方の継手部材C2に対応している左半部
(垂直中立面CHの左側)の周壁は、穿孔Hが形成されて
いないので剛性が高いけれども、一方の継手部材C1に対
応している右半部(垂直中立面CHの右側)の周壁には穿
孔Hが形成されて切欠されているので、左半部よりも剛
性が若干低いといえる。したがって、前述の圧縮荷重お
よび引張荷重が作用すると、剛性の低い右半部に圧縮歪
や引張歪が生じ易くなる。In the portion of the base pipe A held by the split joint members C1 and C2, a perforation H is formed in the peripheral wall of the left half portion (left side of the vertical neutral plane CH) corresponding to the other joint member C2. Although it has high rigidity because it is not, since the peripheral wall of the right half portion (right side of the vertical neutral plane CH) corresponding to one joint member C1 is notched by forming a perforation H, it is more than the left half portion. Can be said to have a slightly low rigidity. Therefore, when the above-described compressive load and tensile load act, compressive strain and tensile strain are likely to occur in the right half portion having low rigidity.
特に、圧縮歪は元管Aの周壁部を径内側に縮ませて、環
状の弾性シール部材Sの圧接力を低下させるように作用
する。そして圧縮歪量は水平中立面CFから元管Aの上部
表皮側に遠隔する距離に応じて漸次増大するため、環状
の弾性シール部材Sの圧接力は水平中立面CFから遠隔す
る距離の大きさに応じて小さくなり、上端部SHの圧接力
が最も小さくなる。Particularly, the compressive strain acts to reduce the pressure contact force of the annular elastic seal member S by causing the peripheral wall portion of the base pipe A to shrink radially inward. Since the amount of compressive strain gradually increases in accordance with the distance from the horizontal neutral surface CF to the upper skin side of the base pipe A, the pressure contact force of the annular elastic seal member S is at the distance from the horizontal neutral surface CF. It becomes smaller according to the size, and the pressure contact force at the upper end SH becomes the smallest.
ところが、従来のシール構造では、横断面形状の一様な
環状の嵌合溝Eに、横断面形状が一様(例えば正円形断
面)な環状の弾性シール部材Sを嵌合し、締結部材Dの
締結力によって環状の弾性シール部材Sを穿孔Hの径外
部付近の元管A表面に圧接させた構造になっているか
ら、圧接力は、水平中立面CFの径外延長線上に対応して
いる環状の弾性シール部材Sの中央部SCで最も大きく、
ここから漸減して上端部SHで最も小さくなる。環状の弾
性シールSの圧接力は、締結部材Dの締結力によって得
られるので、圧縮歪の生じていない通常時では、締結力
が元管Aの中心Pに向って作用する中央部SCにおいて大
きく、締結力の作用する方向が中心Pから外れる上端部
SHでは僅かに小さいといえるが、大きい圧縮歪によって
一層圧接力が小さくなり、シール性を低下させてガス漏
れが生じるおそれを有している。However, in the conventional seal structure, the annular elastic seal member S having a uniform cross-sectional shape (for example, a regular circular cross-section) is fitted in the annular fitting groove E having a uniform cross-sectional shape, and the fastening member D is formed. Since the ring-shaped elastic seal member S is pressed against the surface of the base pipe A near the outer diameter of the hole H by the fastening force, the pressure contact force corresponds to the radially outer extension line of the horizontal neutral plane CF. The largest in the central part SC of the annular elastic seal member S,
It gradually decreases from here and becomes the smallest at the upper end SH. Since the pressure contact force of the annular elastic seal S is obtained by the fastening force of the fastening member D, the fastening force is large at the central portion SC acting toward the center P of the source pipe A in a normal time when no compressive strain is generated. , The upper end where the direction in which the fastening force acts deviates from the center P
It can be said that SH is slightly small, but due to the large compression strain, the pressure contact force becomes even smaller, and there is a risk that the sealability will deteriorate and gas leakage will occur.
また、第5図の矢印F2で示す水平方向の荷重が分岐分割
継手Cに負荷されて、元管Aを第7図の仮想線で示すよ
うに曲げようとする力が作用すると、垂直中立面CHの右
側(第5図の右半部に相当する)に圧縮荷重が作用し、
垂直中立面CHの左側(第5図の左半部に相当する)に引
張荷重が作用することになる。この場合の圧縮歪量は、
環状の弾性シール部材Sの中央部SCが圧接している部位
において最も大きくなって圧接力を低下させようとする
けれども、前述のように、締結部材Dの締結力によって
中央部SCの圧接力が高められているから、圧縮歪量が大
きくなっても、圧接力の低下を抑えてすぐれたシール性
を確保できる。しかし、通常時でも圧接力の僅かに小さ
い上端部SHと下端部SLおよびその付近では、圧縮歪量が
小さくてもシール性の低下を来たして、ガス漏れが生じ
るおそれを有している。Further, when a horizontal load indicated by arrow F2 in FIG. 5 is applied to the branch split joint C and a force to bend the base pipe A as shown by the phantom line in FIG. A compressive load acts on the right side of the surface CH (corresponding to the right half of FIG. 5),
A tensile load will act on the left side of the vertical neutral plane CH (corresponding to the left half of FIG. 5). The amount of compressive strain in this case is
Although the central portion SC of the annular elastic seal member S is maximized in the portion where the central portion SC is in pressure contact and the pressure contact force is reduced, as described above, the pressure contact force of the center portion SC is changed by the fastening force of the fastening member D. Since it is increased, even if the amount of compressive strain is large, it is possible to suppress the decrease in the pressure contact force and ensure excellent sealing properties. However, at the upper end portion SH, the lower end portion SL, and their vicinity where the pressure contact force is slightly small even in the normal state, even if the amount of compressive strain is small, the sealing property may be deteriorated and gas leakage may occur.
なお、前記下向きの荷重F1によって、第5図の水平中立
面CFより下側の右半部において引張歪が生じ易いけれど
も、この引張歪は、元管Aの周壁部を径外部側に膨らま
せて、環状の弾性シール部材Sの圧接力を高めるように
作用することになるのでシール性が低下しない。It should be noted that although the downward load F1 tends to cause tensile strain in the right half portion below the horizontal neutral plane CF in FIG. 5, this tensile strain causes the peripheral wall portion of the base pipe A to expand radially outward. As a result, since it acts so as to increase the pressure contact force of the annular elastic seal member S, the sealing performance does not deteriorate.
本考案は、このような事情に鑑みなされたもので、分岐
分割形管継手に対して荷重が負荷された時、穿孔によっ
て剛性が若干低下している水平中立面の一側領域の元管
周壁に、環状の弾性シール部材の圧接力を低下させよう
とする圧縮歪が生じたとしても、この場合の圧縮歪量を
吸収して圧接力の低下が補なわれ、大きい圧接力を確保
してシール性の低下を阻止し、流体(ガス)漏れを確実
に防止することができる分岐分割形管継手のシール構造
の提供を目的とする。The present invention has been made in view of such circumstances, and when the load is applied to the split-branch pipe joint, the rigidity of the main pipe in one side region of the horizontal neutral plane is slightly reduced by the perforation. Even if a compressive strain is generated on the peripheral wall to reduce the pressure contact force of the annular elastic seal member, the amount of compression strain in this case is absorbed to compensate for the decrease in the pressure contact force, and a large pressure contact force is secured. It is an object of the present invention to provide a branch split type pipe joint seal structure capable of preventing a decrease in sealing performance and reliably preventing fluid (gas) leakage.
[課題を解決するための手段] 前記目的を達成するために、第1の考案は、分割継手部
材の一方により前記元管の表面に圧接されて前記穿孔の
径外部付近を取り囲む環状の弾性シール部材が、元管の
水平中立面に対応する基準部を基準に、前記水平中立面
から表皮側に遠隔する距離に応じて幅寸法に対して厚さ
寸法を漸次大きく設定した横断面形状に形成され、かつ
厚さ方向を元管の表面に指向させたものである。[Means for Solving the Problems] In order to achieve the above object, a first invention is an annular elastic seal which is pressed against one surface of the base pipe by one of the split joint members and surrounds the vicinity of the outer diameter of the perforation. The member has a cross-sectional shape in which the thickness dimension is set to be gradually larger than the width dimension in accordance with the distance from the horizontal neutral surface to the skin side with reference to the reference portion corresponding to the horizontal neutral surface of the original pipe. And the thickness direction is directed to the surface of the base pipe.
また、前記目的を達成するために、第2の考案は、分割
継手部材の一方の内面に形成され元管に形成された穿孔
の径外部付近を取り囲む環状の弾性シール部材が嵌合さ
れて、該環状の弾性シール部材を前記元管の表面に圧接
させる環状の嵌合溝の深さが、元管の水平中立面に対応
する基準部の深さを基準に、前記水平中立面から表皮側
に遠隔する距離に応じて漸次浅く設定されているもので
ある。In order to achieve the above-mentioned object, the second invention is that an annular elastic seal member that is formed on one inner surface of the split joint member and surrounds the vicinity of the outer diameter of the hole formed in the base pipe is fitted. The depth of the annular fitting groove that press-contacts the annular elastic seal member with the surface of the base pipe is from the horizontal neutral plane with reference to the depth of the reference portion corresponding to the horizontal neutral plane of the base pipe. It is set to be gradually shallower according to the distance to the epidermis side.
[作用] 第1の考案によれば、下向きの荷重によって元管の水平
中立面より上側の、特に穿孔が形成されている領域の周
壁に圧縮歪を生じ、この時の圧縮歪量が水平中立面から
元管の表皮側に向って遠隔する距離に応じて漸次増大し
ても、環状の弾性シール部材の横断面形状が、水平中立
面に対応する基準部を基準に、水平中立面から表皮側に
遠隔する距離に応じて、幅寸法の長さに対して厚さ寸法
を漸次大きく設定し、かつ厚さ方向を元管の表面に指向
させて圧接させているので、その圧接力は圧縮歪量の漸
増傾向に対応して漸次増大されることになるので、圧接
力を低下させることがない。[Operation] According to the first invention, a compressive strain is generated by a downward load on the peripheral wall of the upper pipe above the horizontal neutral surface, particularly in the region where the perforations are formed, and the compressive strain amount at this time is horizontal. Even if the distance gradually increases from the neutral surface toward the skin side of the main pipe, the cross-sectional shape of the annular elastic seal member is horizontal centered on the basis of the reference part corresponding to the horizontal neutral surface. Depending on the distance from the vertical surface to the skin side, the thickness dimension is set to be gradually larger than the width dimension, and the thickness direction is directed to the surface of the original pipe for pressure welding. Since the pressure contact force is gradually increased in accordance with the tendency of the amount of compressive strain to gradually increase, the pressure contact force is not reduced.
そして、水平方向の荷重によって元管の穿孔が形成され
ている領域の周壁に圧縮歪を生じ、この時の圧縮歪量が
水平中立面に直交する垂直中立面から元管の表皮側に向
って遠隔する距離に応じて漸次増大しても、元管の中心
に向かって作用する締結部材の大きい締結力によって、
環状の弾性シール部材の中央部、つまり水平中立面に対
応する基準部を元管の表面に圧接させられるので、圧縮
歪量の大きい部分であるのにもかかわらず圧接力の低下
が抑えられるとともに、締結力の作用方向が元管の中心
から外れるために僅かに小さくなる環状の弾性シール部
材の上端部と下端部およびその付近は、水平中立面に対
応する基準部を基準に、水平中立面から表皮側に遠隔す
る距離に応じて、幅寸法の長さに対して厚さ寸法を漸次
大きく設定し、かつ厚さ方向を元管の表面に指向させて
いるので、大きい圧接力で圧接させることができる。Then, a compressive strain is generated on the peripheral wall of the region where the perforations of the original pipe are formed by the load in the horizontal direction, and the amount of compressive strain at this time is from the vertical neutral plane orthogonal to the horizontal neutral plane to the skin side of the original pipe. Even if the distance gradually increases in accordance with the distance, the large fastening force of the fastening member acting toward the center of the original pipe causes
Since the central portion of the annular elastic seal member, that is, the reference portion corresponding to the horizontal neutral surface, can be pressed against the surface of the original pipe, the decrease in the pressure contact force can be suppressed even though the compression strain is large. At the same time, the upper and lower ends and the vicinity of the annular elastic seal member, which becomes slightly smaller because the acting direction of the fastening force deviates from the center of the original pipe, are horizontal with reference to the reference part corresponding to the horizontal neutral plane. Depending on the distance from the neutral surface to the skin side, the thickness dimension is gradually set larger than the width dimension, and the thickness direction is directed to the surface of the original pipe, so a large pressure contact force is applied. You can press it with.
また、第2の考案によれば、下向きの荷重によって元管
の水平中立面の上側の、特に穿孔が形成されている領域
の周壁に圧縮歪を生じ、この時の圧縮歪量が水平中立面
から元管の表皮側に向って遠隔する距離に応じて漸次増
大しても、環状の弾性シール部材を嵌合する環状の嵌合
溝の深さが、水平中立面に対応する基準部の深さを基準
に水平中立面から表皮側に遠隔する距離に応じて漸次浅
く設定して形成されているから、この環状の嵌合溝に嵌
合される環状の弾性シール部材が、通常の一様な断面を
もったものであっても、圧縮歪量の漸増傾向に対応して
漸次増大されるので、圧接力を低下させることがない。Further, according to the second invention, a downward load causes a compressive strain on the peripheral wall of the upper side of the horizontal neutral surface of the original pipe, particularly in the region where the perforations are formed, and the compressive strain amount at this time is The depth of the annular fitting groove that fits the annular elastic seal member even if it gradually increases according to the distance from the vertical surface to the skin side of the original pipe is the standard corresponding to the horizontal neutral surface. Since the depth is set to be gradually shallower according to the distance remote from the horizontal neutral surface to the skin side based on the depth of the portion, the annular elastic seal member fitted in the annular fitting groove, Even if it has a normal uniform cross section, since it is gradually increased in accordance with the gradual increase tendency of the amount of compressive strain, the pressure contact force is not reduced.
そして、水平方向の荷重によって元管の穿孔が形成され
ている領域の周壁に圧縮歪を生じ、この時の圧縮歪量が
水平中立面に直交する垂直中立面から元管の表皮側に向
って遠隔する距離に応じて漸次増大しても、元管の中心
に向かって作用する締結部材の大きい締結力によって、
環状の弾性シール部材の中央部、つまり水平中立面に対
応する基準部を元管の表面に圧接させられるので、圧縮
歪量の大きい部分であるのにもかかわらず圧接力の低下
が抑えられるとともに、締結力の作用方向が元管の中心
から外れるために僅かに小さくなる環状の嵌合溝の上端
部と下端部およびその付近は、水平中立面に対応する基
準部の深さを基準に水平中立面から表皮側に遠隔する距
離に応じて漸次浅く設定して形成されているから、この
環状の嵌合溝に嵌合される環状の弾性シール部材が、通
常の一様な断面をもったものであっても、大きい圧接力
で圧接させることができる。Then, a compressive strain is generated on the peripheral wall of the region where the perforations of the original pipe are formed by the load in the horizontal direction, and the amount of compressive strain at this time is from the vertical neutral plane orthogonal to the horizontal neutral plane to the skin side of the original pipe. Even if the distance gradually increases in accordance with the distance, the large fastening force of the fastening member acting toward the center of the original pipe causes
Since the central portion of the annular elastic seal member, that is, the reference portion corresponding to the horizontal neutral surface, can be pressed against the surface of the original pipe, the decrease in the pressure contact force can be suppressed even though the compression strain is large. At the same time, the upper and lower ends of the annular fitting groove, which is slightly smaller because the acting direction of the fastening force deviates from the center of the original pipe, and the vicinity thereof are based on the depth of the reference part corresponding to the horizontal neutral plane. Since it is formed so as to be gradually shallower according to the distance from the horizontal neutral surface to the skin side, the annular elastic seal member fitted in this annular fitting groove has a normal uniform cross section. Even if it has, it can be pressed with a large pressing force.
[実施例] 以下、本考案の実施例を図面に基づいて説明する。[Embodiment] An embodiment of the present invention will be described below with reference to the drawings.
第1図は本考案の一実施例を適用した分岐分割形管継手
の一例を示す断面図であり、図において、分岐分割形管
継手1は、都市ガス配管における元管2に対して、ボル
トによってなる締結部材4により抱持状態で結合された
1対の分割継手部材11,12によって構成され、一方の分
割継手部材11が元管2に形成された穿孔Qに対応してお
り、その内面に形成した環状の嵌合溝15に嵌合されてい
る環状のシール部材3が穿孔Qの径外部付近を取り囲ん
で元管2の表面に圧接されている。FIG. 1 is a sectional view showing an example of a branched split type pipe joint to which an embodiment of the present invention is applied. In the figure, the branched split type pipe joint 1 is bolted to a main pipe 2 in a city gas pipe. Is composed of a pair of split joint members 11 and 12 which are joined together by a fastening member 4 made of the above, and one of the split joint members 11 corresponds to the perforation Q formed in the main pipe 2, and its inner surface The ring-shaped sealing member 3 fitted in the ring-shaped fitting groove 15 formed in the above is surrounded by the outer periphery of the perforation Q and pressed against the surface of the base pipe 2.
一方の分割継手部材11には、軸線C1を有する分岐管接続
口11Bが形成されているとともに、元管2の径外近傍位
置で軸線C1に交差する軸線C2をもった穿孔Qを行う穿孔
口11Aが形成されている。なお、前記軸線C1は元管2の
軸線C3に対して水平面で直交している。A branch pipe connection port 11B having an axis C1 is formed in one of the split joint members 11, and a perforation port for performing a perforation Q having an axis C2 intersecting with the axis C1 at a position near the outer diameter of the source pipe 2 is formed. 11A is formed. The axis C1 is orthogonal to the axis C3 of the base pipe 2 in the horizontal plane.
穿孔口11Aには、その内周に雌ねじ11aが形成され、この
雌ねじ11aにプラグ5をねじ込むことによって閉塞され
ている。そして分岐管接続口11Bにはシール部材6,リテ
ーナ7,規制部材8および押輪9などを介して分岐管10が
気密かつ抜けを規制された状態で接続されている。A female screw 11a is formed on the inner periphery of the hole 11A and is closed by screwing the plug 5 into the female screw 11a. A branch pipe 10 is connected to the branch pipe connection port 11B via a seal member 6, a retainer 7, a regulating member 8, a push ring 9 and the like in a hermetically sealed state and a regulated state.
環状の弾性シール部材3はゴムなどの弾性材料によって
成形され、前述のように、穿孔Qの径外部付近を取り囲
んで元管2の表面に圧接されることで元管2から穿孔Q
および一方の分割継手部材11を通って分岐管10に流下す
るガスが、一方の分割継手部材11の内面と元管2の表面
との隙間を通って外部に漏洩するのを防止するととも
に、外部から前記隙間を通って異物が侵入するのを防止
している。The annular elastic seal member 3 is formed of an elastic material such as rubber, and as described above, it surrounds the vicinity of the outer diameter of the perforation Q and is pressed against the surface of the main pipe 2 to press the perforation Q from the main pipe 2.
And the gas flowing down to the branch pipe 10 through the one split joint member 11 is prevented from leaking to the outside through the gap between the inner surface of the one split joint member 11 and the surface of the original pipe 2, The foreign matter is prevented from entering through the gap.
環状の弾性シール部材3の横断面形状は、第2図に示す
ように、中心Pを通る水平線L1上の正円形基準部を基準
に、中心Pを通って水平線L1に直交する垂直線L2が交差
する位置にかけて、短軸1の長さに対して長軸l2の長
さを漸次大きく設定した長円形に形成されている。ま
た、例えば一方の正円形部の表面に位置決め用の突起3A
が突設され、そして、長円形部の長軸l2を、第3図に示
すように、元管2の表面に指向させた状態で環状の弾性
シール部材3を環状の嵌合溝15に嵌合したのちに、第1
図に示すように、一方の分割継手部材を穿孔Qに対応さ
せて締結部材4により締結することで、環状の弾性シー
ル部材3が元管2の表面に圧接される。The cross-sectional shape of the annular elastic seal member 3 is, as shown in FIG. 2, a vertical line L2 that passes through the center P and is orthogonal to the horizontal line L1 with reference to a regular circular reference portion on the horizontal line L1 that passes through the center P. It is formed in an oval shape in which the length of the major axis l2 is set to be gradually larger than the length of the minor axis 1 toward the intersecting position. In addition, for example, a protrusion 3A for positioning is provided on the surface of one of the regular circles.
And the annular elastic seal member 3 is fitted into the annular fitting groove 15 with the major axis l2 of the oval portion oriented toward the surface of the base pipe 2 as shown in FIG. After matching, the first
As shown in the drawing, one split joint member is fastened by the fastening member 4 in correspondence with the perforation Q, whereby the annular elastic seal member 3 is pressed against the surface of the base pipe 2.
環状の嵌合溝15には、一方の分割継手部材11を元管2に
取付けたときに、元管2の水平中立面CFの延長線上に対
応する両基準部の一方側に凹部15Aを形成している。ま
た、溝幅は前記両基準部が小さく、ここから上下両端部
にかけて漸次幅広に形成され、その深さは一様に設定さ
れている。したがって、環状の弾性シール部材3に突設
されている位置決め用の突起3Aを凹部15Aに嵌め込んだ
位置決め状態で、環状の弾性シール部材3を環状の嵌合
溝15に嵌合すれば、必然的に第2図に示す水平線L1上の
正円形基準部が第1図に示す元管2の水平中立面CFに対
応することになる。その結果、水平中立面CFに対応する
正円形基準部を基準に、水平中立面CFから支管2の表層
側、即ち元管2の上端部側および下端部側に遠隔する距
離に応じて、短軸1の長さに対して長軸l2の長さを漸
次大きく設定した長円形部が、その長軸l2を元管2の表
面に指向した状態で圧接される。即ち、穿孔Qの上下両
端の径外部付近には、短軸1の長さに対して長軸l2の
長さの最も大きい長円形部が最大の圧接力によって圧接
されることになる。When one split joint member 11 is attached to the base pipe 2, the annular fitting groove 15 is provided with a recess 15A on one side of both reference parts corresponding to an extension line of the horizontal neutral plane CF of the base pipe 2. Is forming. Further, the groove width is formed such that both the reference portions are small, and the width is gradually widened from here to both upper and lower end portions, and the depth thereof is set to be uniform. Therefore, if the annular elastic seal member 3 is fitted into the annular fitting groove 15 in a positioning state in which the positioning projection 3A protruding from the annular elastic seal member 3 is fitted in the recess 15A, it is inevitable. Specifically, the regular circular reference portion on the horizontal line L1 shown in FIG. 2 corresponds to the horizontal neutral plane CF of the source pipe 2 shown in FIG. As a result, based on the right circular reference portion corresponding to the horizontal neutral plane CF, according to the distance from the horizontal neutral plane CF to the surface side of the branch pipe 2, that is, the upper end side and the lower end side of the base pipe 2. The oval portion in which the length of the major axis l2 is set to be gradually larger than the length of the minor axis 1 is pressed into contact with the major axis l2 on the surface of the source tube 2. That is, near the outer diameters of the upper and lower ends of the perforation Q, the oval portion having the largest length of the major axis l2 with respect to the length of the minor axis 1 is pressed by the maximum pressing force.
前記構成において、第1図の矢印F1で示す下向きの荷重
によって、元管2を第6図の仮想線で示すように曲げよ
うとする力が作用し、この曲げ力が元管2における分割
継手部材11,12によって抱持されている部分に伝わっ
て、第1図の水平中立面CFの上側の、穿孔Qが形成され
ている領域の元管2周壁に圧縮歪を生じると、この時の
圧縮歪量は水平中立面CFから元管2の上端部、つまり表
皮側に向って遠隔する距離に応じて漸次増大するけれど
も、環状の弾性シール部材3の横断面形状が、水平中立
面CFに対応する基準円形部を基準に水平中立面CFから表
皮側に遠隔する距離に応じて、短軸1の長さに対して
長軸l2の長さを漸次大きく設定した断面長円形に形成さ
れ、かつ長軸l2を元管2の表面に指向させて圧接させて
いるので、その圧接力は圧縮歪量の漸増傾向に対応して
漸次増大されるから、圧縮歪量の大きい部位でも大きい
圧接力を得ることになる。In the above structure, the downward load indicated by the arrow F1 in FIG. 1 causes a force to bend the base pipe 2 as shown by the phantom line in FIG. 6, and this bending force acts on the split joint in the base pipe 2. When it is transmitted to the portion held by the members 11 and 12 and a compressive strain is generated in the peripheral wall of the base pipe 2 in the region where the perforations Q are formed, above the horizontal neutral plane CF in FIG. Although the amount of compressive strain increases gradually with the distance from the horizontal neutral plane CF toward the upper end of the main tube 2, that is, toward the skin side, the cross-sectional shape of the annular elastic seal member 3 is horizontal neutral. Oval cross section in which the length of the major axis l2 is set to be gradually larger than the length of the minor axis 1 according to the distance from the horizontal neutral plane CF to the skin side based on the reference circular part corresponding to the plane CF. Since the long axis l2 is directed toward the surface of the base pipe 2 and is pressed against the surface, the pressure contact force is Since the amount is gradually increased in accordance with the increasing tendency of the amount, a large pressure contact force can be obtained even in a region having a large amount of compressive strain.
即ち、元管2の表面と環状の嵌合溝15の溝底によって、
環状の弾性シール部材3を挾圧することで環状の弾性シ
ール部材3の弾性圧縮量が基準円形部から最大長円形部
にかけて漸増され、それに応じて圧接力を増大させてい
るので、圧縮歪量の大きい部位でも圧接力を低下させる
ことなく確実にシールすることができる。That is, by the surface of the base pipe 2 and the groove bottom of the annular fitting groove 15,
By compressing the annular elastic seal member 3, the elastic compression amount of the annular elastic seal member 3 is gradually increased from the reference circular portion to the maximum oval portion, and the press contact force is increased accordingly, so that the compression strain amount is increased. Even large parts can be reliably sealed without lowering the pressure contact force.
また、矢印F2で示す水平方向の荷重によって、元管2を
第7図の仮想線で示すように曲げようとする力が作用
し、この曲げ力が元管2における分割継手部材11,12に
よって抱持されている部分に伝わって、第1図の垂直中
立面CHの穿孔Qが形成されている領域の周壁に圧縮歪を
生じ、この時の圧縮歪量が水平中立面CFに直交する垂直
中立面CHから元管2の表皮側に向って遠隔する距離に応
じて漸次増大しても、元管2の中心Pに向って作用する
締結部材4の大きい締結力によって、環状の弾性シール
部材3の中央部、つまり水平中立面CFに対応する基準部
を元管2の表面に圧接させられるので、圧縮歪量の大き
い部分であるのにもかかわらず圧接力の低下が抑えられ
るとともに、締結力の作用方向が元管2の中心から外れ
るために僅かに小さくなる環状の弾性シール部材3の上
端部と下端部およびその付近は、水平中立面CFに対応す
る基準部を基準に、水平中立面CFから表皮側に遠隔する
距離に応じて、短軸1の長さ、つまり幅寸法の長さに
対して長軸l2の長さ、即ち、厚さ寸法を漸次大きく設定
し、かつ厚さ方向を元管2の表面に指向させているの
で、大きい圧接力で圧接させて確実にシールすることが
できる。Further, the horizontal load indicated by the arrow F2 causes a force to bend the base pipe 2 as shown by the phantom line in FIG. 7, and this bending force is caused by the split joint members 11 and 12 in the base pipe 2. Transmitting to the held portion, a compressive strain is generated in the peripheral wall of the region of the vertical neutral plane CH where the perforations Q are formed in FIG. 1, and the amount of compressive strain at this time is orthogonal to the horizontal neutral plane CF. Even if the distance gradually increases from the vertical neutral surface CH toward the skin side of the base tube 2, the large fastening force of the fastening member 4 acting toward the center P of the base tube 2 causes an annular shape. Since the central portion of the elastic seal member 3, that is, the reference portion corresponding to the horizontal neutral plane CF, can be brought into pressure contact with the surface of the base pipe 2, the reduction of the pressure contact force is suppressed even though the compression strain amount is large. At the same time, the acting direction of the fastening force deviates from the center of the main pipe 2 and thus becomes slightly smaller. The upper end and the lower end of the elastic seal member 3 and the vicinity thereof are based on a reference portion corresponding to the horizontal neutral plane CF, and the minor axis 1 depending on the distance from the horizontal neutral plane CF to the skin side. Since the length of the major axis l2, that is, the thickness dimension is set to be gradually larger than the length of the length dimension, that is, the width dimension, and the thickness direction is directed to the surface of the source tube 2, a large pressure welding is performed. It is possible to make a reliable seal by pressing it with force.
なお、前記実施例では、横断面形状を円形にした環状の
弾性シール部材3を使用して説明しているが、本考案は
前記実施例にのみ限定されるものではなく、例えば元管
2の水平中立面CFに対応する基準部を正方形断面にし、
水平中立面CFから元管2の表層側に遠隔する距離に応じ
て幅寸法の長さに対して厚さ寸法を漸次大きく設定した
長方形断面の環状の弾性シール部材を使用してもよい。
要するに、元管2の水平中立面CFに対応する基準部を基
準に水平中立面CFから元管2の表層側に遠隔する距離に
応じて、幅寸法に対して厚さ寸法を漸次大きく設定した
形状に形成したものであれば、厚さ方向を元管2の表面
に指向させることによって、前記実施例と同様の作用効
果を奏することができる。It should be noted that, in the above-mentioned embodiment, the explanation has been made by using the annular elastic seal member 3 having a circular cross-sectional shape, but the present invention is not limited to the above-mentioned embodiment, and, for example, the main pipe 2 The reference part corresponding to the horizontal neutral plane CF has a square cross section,
An annular elastic seal member having a rectangular cross section in which the thickness dimension is gradually increased with respect to the width dimension according to the distance from the horizontal neutral plane CF to the surface side of the main tube 2 may be used.
In short, the thickness dimension gradually increases with respect to the width dimension according to the distance from the horizontal neutral plane CF to the surface side of the original tube 2 with reference to the reference portion corresponding to the horizontal neutral plane CF of the original tube 2. If it is formed in the set shape, by directing the thickness direction to the surface of the base tube 2, it is possible to achieve the same effect as that of the above embodiment.
第4図は本考案の第2実施例を適用した分岐分割継手1
の断面図であり、前記第1図ないし第3図で述べた実施
例と同一もしくは相当部分には同一符号を付し、その詳
しい説明は省略する。FIG. 4 is a branch split joint 1 to which the second embodiment of the present invention is applied.
Is a cross-sectional view of the embodiment, and the same or corresponding parts as those of the embodiment described in FIGS. 1 to 3 are designated by the same reference numerals, and the detailed description thereof will be omitted.
この実施例では、環状の嵌合溝15の深さが元管2の水平
中立面CFに対応する基準部の深さを基準に、つまり環状
の弾性シール部材3の基準部が嵌合される部分の深さを
基準に、水平中立面CFから表層側に遠隔する距離に比例
して漸次浅く設定したものである。即ち、環状の嵌合溝
15は両基準部の深さを基準に上下両端部にかけて漸次浅
くなるように形成されている。In this embodiment, the depth of the annular fitting groove 15 is based on the depth of the reference portion corresponding to the horizontal neutral plane CF of the base pipe 2, that is, the reference portion of the annular elastic seal member 3 is fitted. It is set to be gradually shallower in proportion to the distance from the horizontal neutral plane CF to the surface side, based on the depth of the part. That is, the annular fitting groove
The reference numeral 15 is formed so as to be gradually shallower toward both upper and lower end portions based on the depth of both reference portions.
なお、環状の嵌合溝15に嵌合される環状の弾性シール部
材3の横断面形状は、前記実施例で説明したものの他
に、外径が一様な正円形断面のものを使用できる。In addition to the cross-sectional shape of the annular elastic seal member 3 fitted in the annular fitting groove 15, those having a regular circular cross section with a uniform outer diameter can be used in addition to those described in the above embodiment.
このように構成することで、第4図の矢印F1で示す下向
きの荷重によって、元管2を第6図の仮想線で示すよう
に曲げようとする力が作用し、この曲げ力が元管2にお
ける分割継手部材11,12によって抱持されている部分に
も伝わって、第4図の水平中立面CFの上側の特に穿孔Q
が形成されている領域の元管2の周壁に圧縮歪を生じる
と、この時の圧縮歪量は水平中立面CFから元管2の上端
部、つまり表皮側に向って遠隔する距離に応じて漸次増
大するけれども、環状の弾性シール部材3を嵌合してい
る環状の嵌合溝15の深さが、水平中立面CFに対応する基
準部の深さを基準に水平中立面CFから表層側に遠隔する
距離に応じて漸次浅く設定して形成されているから、こ
の環状の嵌合溝15に嵌合される環状の弾性シール部材3
が、通常の一様な断面をもったものであっても、その圧
接力を圧縮歪量の漸増傾向に対応して漸次増大させるこ
とができるので、圧縮歪量の大きい部位でも圧接力を低
下させることなく確実にシールすることができる。With this configuration, the downward load indicated by the arrow F1 in FIG. 4 causes a force to bend the base pipe 2 as shown by the phantom line in FIG. 6, and this bending force acts on the base pipe. 2 is also transmitted to the portion held by the split joint members 11 and 12, and particularly the perforation Q on the upper side of the horizontal neutral plane CF in FIG.
When compressive strain is generated in the peripheral wall of the base pipe 2 in the region where is formed, the amount of compressive strain at this time depends on the distance from the horizontal neutral plane CF toward the upper end of the base pipe 2, that is, toward the epidermis side. However, the depth of the annular fitting groove 15 into which the annular elastic seal member 3 is fitted is increased on the basis of the depth of the reference portion corresponding to the horizontal neutral surface CF. Since it is formed so as to be gradually shallower according to the distance from the surface to the surface layer side, the annular elastic seal member 3 fitted in the annular fitting groove 15 is formed.
However, even if it has a normal uniform cross section, its pressure contact force can be gradually increased in accordance with the tendency of the amount of compressive strain to increase. It can be surely sealed without causing it.
また、矢印F2で示す水平方向の荷重によって、元管2を
第7図の仮想線で示すように曲げようとする力が作用
し、この曲げ力が元管2における分割継手部材11,12に
よって抱持されている部位に伝わって、第4図の垂直中
立面CHの穿孔Qが形成されている領域の周壁に圧縮歪を
生じ、この時の圧縮歪量が水平中立面CFに直交する垂直
中立面CHから元管2の表皮側に向って遠隔する距離に応
じて漸次増大しても、元管2の中心Pに向って作用する
締結部材4の大きい締結力によって、環状の弾性シール
部材3の中央部、つまり水平中立面CFに対応する基準部
を元管2の表面に圧接させられるので、圧縮歪量の大き
い部分であるのにもかかわらず圧接力の低下が抑えられ
るとともに、締結力の作用方向が元管2の中心から外れ
るために僅かに小さくなる環状の嵌合溝15の上端部と下
端部およびその付近は、水平中立面CFに対応する基準部
の深さを基準に、水平中立面CFから表皮側に遠隔する距
離に応じて、漸次浅く設定して形成しているので、この
環状の嵌合溝15に嵌合される環状の弾性シール部材3
が、通常の一様な断面をもったものであっても、大きい
圧接力で圧接させて確実にシールすることができる。Further, the horizontal load indicated by the arrow F2 causes a force to bend the base pipe 2 as shown by the phantom line in FIG. 7, and this bending force is caused by the split joint members 11 and 12 in the base pipe 2. Transmitting to the held portion, a compressive strain is generated in the peripheral wall of the region of the vertical neutral plane CH where the perforations Q are formed in FIG. 4, and the amount of compressive strain at this time is orthogonal to the horizontal neutral plane CF. Even if the distance gradually increases from the vertical neutral surface CH toward the skin side of the base tube 2, the large fastening force of the fastening member 4 acting toward the center P of the base tube 2 causes an annular shape. Since the central portion of the elastic seal member 3, that is, the reference portion corresponding to the horizontal neutral plane CF, can be brought into pressure contact with the surface of the base pipe 2, the reduction of the pressure contact force is suppressed even though the compression strain amount is large. At the same time, the acting direction of the fastening force deviates from the center of the main pipe 2 and thus becomes slightly smaller. The upper end and the lower end and the vicinity thereof of the shape-like fitting groove 15 are based on the depth of the reference portion corresponding to the horizontal neutral plane CF, depending on the distance from the horizontal neutral plane CF to the epidermis side. Since it is formed so as to be gradually shallower, the annular elastic seal member 3 fitted in the annular fitting groove 15 is formed.
However, even if it has an ordinary uniform cross section, it is possible to bring it into pressure contact with a large pressure contact force for reliable sealing.
[考案の効果] 本考案は前述のように構成されているので、つぎに記載
されるような効果を奏する。[Advantages of the Invention] Since the present invention is configured as described above, the following effects can be obtained.
請求項(1)の分岐分割形管継手のシール構造によれ
ば、穿孔によって剛性が若干低下している領域の元管周
壁に、環状の弾性シール部材の圧接力を低下させようと
する圧縮歪が生じたとしても、環状の弾性シール部材の
断面形状および元管に対する指向性によって、元管の圧
縮歪量の漸増傾向に対応して圧接力を漸次増大させられ
るから、圧縮歪量の大きい部位でも圧接力を低下させる
ことなく、高い圧接力を確保してシール性の低下を阻止
し、流体漏れや異物の侵入を確実に防止することができ
る。According to the seal structure of the branched split type pipe joint of claim (1), the compressive strain that tends to reduce the pressure contact force of the annular elastic seal member to the peripheral wall of the former pipe in the region where the rigidity is slightly reduced due to the perforation. Even if occurs, the cross-sectional shape of the annular elastic seal member and the directivity with respect to the original pipe can gradually increase the pressure contact force in response to the gradual increase tendency of the compressive strain amount of the original pipe. However, without lowering the pressure contact force, it is possible to secure a high pressure contact force, prevent the deterioration of the sealing property, and reliably prevent the fluid leakage and the entry of foreign matter.
また、請求項(2)の分岐分割形管継手のシール構造に
よれば、穿孔によって剛性が若干低下している領域の元
管周壁に、環状の弾性シール部材の圧接力を低下させよ
うとする圧縮歪が生じたとしても、環状の嵌合溝の深さ
変化によって、環状の弾性シール部材の圧接力を元管の
圧縮歪量の漸増傾向に対応して漸次増大させることがで
きるから、圧縮歪量の大きい部位でも圧接力を低下させ
ることなく、高い圧接力を確保してシール性の低下を阻
止し、流体漏れや異物の侵入を確実に防止することがで
きる。Further, according to the seal structure of the branched split type pipe joint of claim (2), the pressure contact force of the annular elastic seal member is reduced to the peripheral wall of the original pipe in the region where the rigidity is slightly reduced due to the perforation. Even if compressive strain occurs, it is possible to gradually increase the pressure contact force of the annular elastic seal member in accordance with the gradual increase in the compressive strain amount of the original pipe by changing the depth of the annular fitting groove. It is possible to secure a high pressure contact force and prevent the deterioration of the sealing performance without lowering the pressure contact force even in a portion having a large amount of strain, and it is possible to reliably prevent fluid leakage and foreign matter intrusion.
第1図ないし第4図は本考案の実施例を示し、第1図は
本考案の一実施例を適用した分岐分割形管継手の一例を
示す断面図、第2図は環状の弾性シール部材の一例を一
部断面にて示す斜視図、第3図は元管に対する取付前の
状態を示す説明断面図、第4図は本考案の第2実施例を
適用した分岐分割形管継手の一例を示す断面図、第5図
は分岐分割形管継手に適用される従来のシール構造を示
す断面図、第6図は第5図の概略左側面図、第7図は第
5図の概略平面図、第8図は配管系統図である。 1…分岐分割形管継手 2…元管 3…環状の弾性シール部材 4…締結部材 11…一方の分割継手部材 12…他方の分割継手部材 15…環状の嵌合溝 Q…穿孔 CF…元管の水平中立面1 to 4 show an embodiment of the present invention, FIG. 1 is a sectional view showing an example of a split split type pipe joint to which an embodiment of the present invention is applied, and FIG. 2 is an annular elastic seal member. FIG. 3 is a perspective view showing an example of a partial cross-section, FIG. 3 is an explanatory cross-sectional view showing a state before attachment to the original pipe, and FIG. 4 is an example of a split split type pipe joint to which the second embodiment of the present invention is applied. 5 is a sectional view showing a conventional seal structure applied to a split split pipe joint, FIG. 6 is a schematic left side view of FIG. 5, and FIG. 7 is a schematic plan view of FIG. Fig. 8 is a piping system diagram. 1 ... Branch split type pipe joint 2 ... Main pipe 3 ... Annular elastic seal member 4 ... Fastening member 11 ... One split joint member 12 ... Other split joint member 15 ... Annular fitting groove Q ... Perforation CF ... Original pipe Horizontal midplane
Claims (2)
に対向配置され、両分割継手部材の複数締結箇所のそれ
ぞれを締結部材により締結して両分割継手部材が一体に
結合されるとともに、前記1対の分割継手部材の一方が
元管に形成された穿孔に対応している分岐分割形管継手
において、前記分割継手部材の一方により前記元管の表
面に圧接されて前記穿孔の径外部付近を取り囲む環状の
弾性シール部材が、元管の水平中立面に対応する基準部
を基準に、前記水平中立面から表皮側に遠隔する距離に
応じて幅寸法に対して厚さ寸法を漸次大きく設定した横
断面形状に形成され、かつ厚さ方向を元管の表面に指向
させたことを特徴とする分岐分割形管継手のシール構
造。1. A pair of split joint members are arranged so as to oppose each other while holding a main pipe, and a plurality of fastening points of both split joint members are fastened by fastening members so that both split joint members are integrally joined. In the branched split type pipe joint, one of the pair of split joint members corresponds to the perforation formed in the base pipe, and the perforation is performed by being pressed against the surface of the base pipe by one of the split joint members. An annular elastic seal member surrounding the outside of the diameter is thicker than the width dimension according to the distance from the horizontal neutral surface to the skin side, with reference to the reference portion corresponding to the horizontal neutral surface of the original pipe. A branch split type pipe joint seal structure, characterized in that it is formed in a cross-sectional shape in which the length dimension is gradually increased and the thickness direction is directed to the surface of the original pipe.
に対向配設され、両分割継手部材の複数締結箇所のそれ
ぞれを締結部材により締結して両分割継手部材が一体に
結合されるとともに、前記1対の分割継手部材の一方が
元管に形成された穿孔に対応している分岐分割形管継手
において、前記分割継手部材の一方の内面に形成され前
記穿孔の径外部付近を取り囲む環状の弾性シール部材が
嵌合されて、該環状の弾性シール部材を前記元管の表面
に圧接させる環状の嵌合溝の深さが、元管の水平中立面
に対応する基準部の深さを基準に、前記水平中立面から
表皮側に遠隔する距離に応じて漸次浅く設定されている
ことを特徴とする分岐分割形管継手のシール構造。2. A pair of split joint members are arranged so as to face each other so as to hold a main pipe, and a plurality of fastening points of both split joint members are fastened by fastening members to integrally join the split joint members. In the branched split type pipe joint, in which one of the pair of split joint members corresponds to the perforation formed in the base pipe, the branch joint is formed on one inner surface of the split joint member and is near the outer diameter of the perforation. A ring-shaped elastic seal member is fitted around the base pipe, and the depth of the ring-shaped fitting groove for pressing the ring-shaped elastic seal member against the surface of the base pipe corresponds to the horizontal neutral plane of the base pipe. The depth is set to be gradually shallower according to the distance from the horizontal neutral surface to the skin side, and the seal structure of the split pipe joint is characterized.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11927189U JPH075353Y2 (en) | 1989-10-12 | 1989-10-12 | Sealing structure for split split pipe fittings |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11927189U JPH075353Y2 (en) | 1989-10-12 | 1989-10-12 | Sealing structure for split split pipe fittings |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0357595U JPH0357595U (en) | 1991-06-03 |
JPH075353Y2 true JPH075353Y2 (en) | 1995-02-08 |
Family
ID=31667400
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP11927189U Expired - Lifetime JPH075353Y2 (en) | 1989-10-12 | 1989-10-12 | Sealing structure for split split pipe fittings |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH075353Y2 (en) |
-
1989
- 1989-10-12 JP JP11927189U patent/JPH075353Y2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPH0357595U (en) | 1991-06-03 |
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Legal Events
Date | Code | Title | Description |
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EXPY | Cancellation because of completion of term |