JP3397232B2 - Loose flange type pipe fittings for polyethylene pipes - Google Patents
Loose flange type pipe fittings for polyethylene pipesInfo
- Publication number
- JP3397232B2 JP3397232B2 JP36575797A JP36575797A JP3397232B2 JP 3397232 B2 JP3397232 B2 JP 3397232B2 JP 36575797 A JP36575797 A JP 36575797A JP 36575797 A JP36575797 A JP 36575797A JP 3397232 B2 JP3397232 B2 JP 3397232B2
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- polyethylene
- water
- flange
- pipes
- 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 - Fee Related
Links
- -1 polyethylene Polymers 0.000 title claims description 50
- 239000004698 Polyethylene Substances 0.000 title claims description 47
- 229920000573 polyethylene Polymers 0.000 title claims description 47
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 49
- 239000000463 material Substances 0.000 claims description 27
- 238000007789 sealing Methods 0.000 claims description 20
- 230000009471 action Effects 0.000 claims description 11
- 229910001141 Ductile iron Inorganic materials 0.000 claims description 9
- 239000002184 metal Substances 0.000 claims description 8
- 229910052751 metal Inorganic materials 0.000 claims description 8
- 230000000903 blocking effect Effects 0.000 claims description 3
- 230000002093 peripheral effect Effects 0.000 claims description 2
- 238000005304 joining Methods 0.000 description 33
- 238000000034 method Methods 0.000 description 31
- 230000004927 fusion Effects 0.000 description 9
- 238000010276 construction Methods 0.000 description 7
- 230000007797 corrosion Effects 0.000 description 7
- 238000005260 corrosion Methods 0.000 description 7
- 229920003023 plastic Polymers 0.000 description 7
- 239000004033 plastic Substances 0.000 description 7
- BZHJMEDXRYGGRV-UHFFFAOYSA-N Vinyl chloride Chemical compound ClC=C BZHJMEDXRYGGRV-UHFFFAOYSA-N 0.000 description 5
- 238000007796 conventional method Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 3
- 230000008901 benefit Effects 0.000 description 3
- 230000008859 change Effects 0.000 description 3
- 238000002844 melting Methods 0.000 description 3
- 230000008018 melting Effects 0.000 description 3
- 229910001120 nichrome Inorganic materials 0.000 description 3
- 230000008439 repair process Effects 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 101150096674 C20L gene Proteins 0.000 description 2
- 102220543923 Protocadherin-10_F16L_mutation Human genes 0.000 description 2
- 101100445889 Vaccinia virus (strain Copenhagen) F16L gene Proteins 0.000 description 2
- 101100445891 Vaccinia virus (strain Western Reserve) VACWR055 gene Proteins 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 239000007769 metal material Substances 0.000 description 2
- 238000007500 overflow downdraw method Methods 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 229910000851 Alloy steel Inorganic materials 0.000 description 1
- 229910001018 Cast iron Inorganic materials 0.000 description 1
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 1
- 229910000881 Cu alloy Inorganic materials 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 238000005219 brazing Methods 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 229910052802 copper Inorganic materials 0.000 description 1
- 239000010949 copper Substances 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 239000003651 drinking water Substances 0.000 description 1
- 235000020188 drinking water Nutrition 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 230000036541 health Effects 0.000 description 1
- 230000020169 heat generation Effects 0.000 description 1
- 238000001746 injection moulding Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000000704 physical effect Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000012827 research and development Methods 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 239000002904 solvent Substances 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 230000009747 swallowing Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Flanged Joints, Insulating Joints, And Other Joints (AREA)
- Joints With Sleeves (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は上水道、ガス、下水
道など流体の輸送に使用するプラスチック管の管継手に
係る。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pipe joint for a plastic pipe used for transporting fluid such as waterworks, gas and sewers.
【0002】[0002]
【従来の技術】近年は上下水道、ガス、その他の管路と
してプラスチック管の適用が認められ、従来の鋳鉄管や
鋼管に比べると耐食性に優れて内外面に施す防食塗装が
省ける上、軽量で施工性もよく、可撓性も具えたものが
出ている。。もっとも強度、耐圧力、伸びなどの物性値
では、鉄鋼材や他の金属材料に比べると、なお、及ばな
い点も指摘されるが、研究開発によってプラスチック材
自体の改良も進み、比較的軽負荷の埋設小口径管では十
分に利点の方が勝ると認められるケースも少なくない。2. Description of the Related Art In recent years, the use of plastic pipes has been recognized as water, sewage, gas, and other pipelines. Compared to conventional cast iron pipes and steel pipes, they have superior corrosion resistance and can be lightened in addition to corrosion-resistant coating applied to the inside and outside surfaces. Some have good workability and flexibility. . Although it is pointed out that the physical properties such as strength, pressure resistance, and elongation are still less than those of steel materials and other metal materials, it is pointed out that research and development has led to improvements in the plastic materials themselves, and relatively light load. In many cases, it is recognized that the advantages of the buried small-diameter pipe are superior.
【0003】管路の形成には当然、管接合が不可欠であ
り、如何に効率的に施工できるかという観点と、地中へ
埋設後、如何に地盤の変動や衝撃などに対応できるかと
いう観点から管継手の構造が比較評価される。Naturally, pipe joining is indispensable for the formation of pipes, and from the viewpoint of how efficiently construction can be performed and how to cope with ground fluctuations and impacts after being buried in the ground. Therefore, the structure of the pipe joint is comparatively evaluated.
【0004】我が国ではプラスチック管として当初、硬
質塩化ビニール管が主流を占め、長い間、管路の形成に
使用されてきたが、静的、動的な強度や耐食性、耐候性
など経時的な品質変化の進行速度を比較すればポリエチ
レンの優位性が改めて認識され、とくに上水道用管路の
ように人体の健康と密接な影響を及ぼす飲料水を供給す
る管材料としては、無害で変らぬ耐食性が高く評価され
ているのが現状である。また、たとえば阪神淡路大震災
の直撃を受けた地域の調査によってもポリエチレン管で
形成した管路の被害は僅少に留まり、社会的な強い関心
を呼び起こし、今後、新しい管路の形成にますます重要
な地位を占めに至った。In Japan, hard vinyl chloride pipes were mainly used as plastic pipes in the beginning, and they have been used for a long time for forming pipe lines. However, static, dynamic strength, corrosion resistance, weather resistance, and other quality over time. By comparing the rate of change, the superiority of polyethylene is recognized again, and especially as a pipe material for supplying drinking water, which has a close impact on human health, such as a water supply pipeline, it is harmless and does not change its corrosion resistance. The current situation is that it is highly evaluated. In addition, for example, a survey of a region directly hit by the Great Hanshin-Awaji Earthquake found that the damage to pipes made of polyethylene pipes was minimal, arousing strong social interest, and it is becoming increasingly important to form new pipes in the future. The position was reached.
【0005】同じプラスチック材であるとはいえ、硬質
塩化ビニールとポリエチレンとではその化学成分、分子
構造が全く別異のものであるから、管の接合についても
大きな差のあるのは当然である。管路の形成には管同士
の接合が不可欠である以上、材質の差による接合方法の
差も看過できない要件の一つである。従来、硬質塩化ビ
ニールの接合方法は2種類に大別され、その一つはTS
(Taper Sized Solvent Weld
ing Method)工法と呼ばれる接着方法であっ
て、接着剤を接合面に塗付して常温で化学的に管材表面
のテーパー面を膨潤(溶解)させて押し込み面同士を圧
着させる方法である。他にはラバリング工法と呼ばれる
方法もあるが、現在のところ、TS工法が硬質塩化ビニ
ール接合の主流として一般に普及している。Although the same plastic material is used, rigid vinyl chloride and polyethylene have completely different chemical components and molecular structures, so that there is a natural difference in joining pipes. Since the joining of pipes is indispensable for the formation of the pipeline, one of the requirements that cannot be overlooked is the difference in joining methods due to the difference in materials. Conventionally, rigid vinyl chloride joining methods are roughly divided into two types, one of which is TS
(Taper Size Solvent Weld
ing Method), which is a bonding method, in which an adhesive agent is applied to the joint surfaces and the tapered surfaces of the surface of the pipe material are chemically swollen (dissolved) at room temperature to press the pressed surfaces together. There is another method called the lavering method, but at present, the TS method is widely used as the main stream of rigid vinyl chloride joining.
【0006】一方、ポリエチレンの場合は硬質塩化ビニ
ールのように薬品で表面に化学反応を起こして部分的に
溶融(軟化)する接着方法は不適当であるから、一般に
融着、すなわち材料の接合面を加熱して部分的に熱溶融
し、一体的に面接合する方法が採られる。この融着方法
のうち、最も一般化しているのはエレクトロフュージョ
ン方式であり、接合すべき2面の何れか一方の表面近く
に相当する金型にあらかじめニクロム線を配置しておい
てから溶融ポリエチレンの射出成形を行ない、接合時に
は接合両面を重ね合わせて埋設されたニクロム線に通電
し、ニクロム線の発熱作用によって両面を溶融して一体
的に接合させる方式である。On the other hand, in the case of polyethylene, a bonding method in which a chemical reaction is caused on the surface by a chemical such as hard vinyl chloride to partially melt (soften) is unsuitable. Therefore, in general, fusion bonding, that is, a bonding surface of materials is used. A method is adopted in which the materials are heated to partially heat-melt and are integrally surface-bonded. Of these fusion bonding methods, the most generalized method is the electrofusion method, in which nichrome wire is placed in advance in a mold corresponding to one of the two surfaces to be joined and then the molten polyethylene is melted. This is a method in which the injection molding is performed, and at the time of joining, electric current is applied to the embedded nichrome wire by superposing both surfaces of the joint, and the both surfaces are melted and integrally joined by the heat generation effect of the nichrome wire.
【0007】しかし、最適の接合方式とされるエレクト
ロフュージョンなどの融着方法は、水道管路の敷設のよ
うに管同士を接合して長い管路を露天の現地で形成して
いく作業には馴染まないという大きな弱点がある。すな
わち、敷設現地で接合部分に通電して部分的に管材表面
を溶融することは、降雨時には水滴が付着して確実な融
着を妨げ、接合部の水封作用に信頼性が揺らぐ原因とな
っている。また、使用中のポリエチレン管路に何かの原
因のため通水が噴出、漏水事故が発生し緊急の修理を迫
られたとき、不断水工法(活管補修)を適用したときで
も、補修した継手部分の水封作用が完全に保証できない
という品質上の難点も挙げられるし、仮設配管などのよ
うに接合と解体撤去を伴う設備の組み立てや改修に必要
な配管工事でも、融着による接合は資材の再利用を拒
み、経済的な不利は免れない。[0007] However, the fusion method such as electrofusion, which is the optimum joining method, is not suitable for the work of joining pipes to form a long pipe at the open-air site such as laying a water pipe. There is a big weakness that is unfamiliar. In other words, partially energizing the joint at the site of installation to partially melt the surface of the pipe material causes water droplets to adhere to it during rainfall and hinders reliable fusion, leading to fluctuations in the water sealing function of the joint. ing. In addition, when water flow was jetted out for some reason into the polyethylene pipe being used, a water leakage accident occurred and emergency repairs were required, even when the uninterrupted water method (live pipe repair) was applied, it was repaired. There is a quality problem that the water sealing action of the joint part cannot be guaranteed completely, and even in the piping work necessary for assembling and repairing equipment such as temporary piping that involves joining and dismantling removal, joining by fusion does not Refusing to reuse the material is unavoidable financial disadvantage.
【0008】したがってポリエチレン管の接合に対して
も、従来技術の主体である融着工法に代って機械的な接
合方式、すなわちメカニカルジョイント方式がきわめて
望ましいと指向することは当然の成行きである。メカニ
カルジョイント方式にも種々のタイプに細分されるのは
他の管材と同様であるが、最も簡便で現地施工として時
間と材料と労力の負担が小さい方式にルーズフランジ継
手が挙げられる。この方式は図5に示すように、あらか
じめ工場などでポリエチレン管101の両端へそれぞれ
ポリエチレン製のフランジアダプタ102をバット融
着、またはエレクトロフュージョンソケットを使用して
融着し、管路の敷設現地へ搬入する。フランジアダプタ
はポリエチレン管と内外径が同一のコア部103と先端
の環状突起104よりなる鍔付き円筒体である。接合
は、この環状突起104の外側面にそれぞれ接してルー
ズフランジ105をボルトナット106によって締結
し、管内からの漏水を防ぐために両環状突起の対向する
内側面間へ平板状のガスケット107を挾圧して水封作
用を果すように構成している。この方式は現地敷設工事
が単純であり、小数の部材を組合わせて手軽に施工でき
るから、メカニカルジョイント方式の中でも広い範囲に
利用されている。Therefore, for joining polyethylene pipes, it is a matter of course that a mechanical joining method, that is, a mechanical joint method is desired instead of the fusion-bonding method which is the main body of the prior art. . Similar to other pipe materials, the mechanical joint method is subdivided into various types, but the loose flange joint is the simplest method that requires less time, materials, and labor for on-site construction. In this method, as shown in FIG. 5, a polyethylene flange adapter 102 is welded to both ends of a polyethylene pipe 101 in a factory in advance by butt fusion, or using an electrofusion socket, and the pipe is laid on site. Bring in. The flange adapter is a flanged cylindrical body having a core portion 103 having the same inner and outer diameters as the polyethylene pipe and an annular protrusion 104 at the tip. For joining, the loose flanges 105 are fastened by bolt nuts 106 in contact with the outer surfaces of the annular protrusions 104 respectively, and a flat gasket 107 is pressed between the opposing inner surfaces of the annular protrusions to prevent water leakage from inside the pipe. It is configured to fulfill the water sealing function. This method has a simple on-site laying work and can be easily constructed by combining a small number of members, so it is used in a wide range of mechanical joint methods.
【0009】[0009]
【発明が解決しようとする課題】融着方式が主体である
ポリエチレン材の接合についても、現地施工が必須の条
件となる管継手に関しては、メカニカルジョイントがよ
り好適であると評価される。しかし、この場合でも、管
材がポリエチレンであることに起因する新たな課題が残
されている。図6は前記の図5によるルーズフランジ方
式のメカニカルジョイントによる継手部における課題の
一つを例示したものであり、施工時に通常金属製である
両ルーズフランジ105をボルトナット106で過度に
締め付けた時や、適度に締結して接合を終えたとして
も、地中へ埋設して使用する時間の経過と共にポリエチ
レン自体のクリープによって、フランジアダプタ102
先端部の環状突起104が座屈して内側へ倒れ込む変形
を起こし、その結果、両環状突起間で挾圧されていたガ
スケット107の水封機能が失われて漏水事故に繋がる
懸念も否定できない。With regard to the joining of polyethylene materials, which are mainly fusion-bonded, mechanical joints are evaluated to be more suitable for pipe joints where local construction is an essential condition. However, even in this case, a new problem remains due to the fact that the pipe material is polyethylene. FIG. 6 exemplifies one of the problems in the joint portion of the loose flange type mechanical joint shown in FIG. 5, and when both loose flanges 105, which are usually made of metal, are excessively tightened with bolts and nuts 106 during construction. Alternatively, even if the fastening is appropriately performed and the joining is completed, the flange adapter 102 may be rubbed into the ground due to the creep of the polyethylene itself with the passage of time.
It is undeniable that there is a possibility that the annular projection 104 at the distal end portion may be buckled and fall inward, resulting in a loss of the water sealing function of the gasket 107 that has been pressed between the annular projections, leading to a water leakage accident.
【0010】また、図7は地中に埋設した管路に地盤沈
下や車両の通過が反復して偏心荷重が負荷したり、地震
による急激な揺動が直撃してボルトナット106による
締結力を上回ったときには、継手に飲み込み代がないか
ら外力によって接合部のルーズフランジ105がずれ込
んでフランジアダプタ102同士の軸線がずれ、環状突
起104端面の面接触が離れて挾着していたガスケット
107の水封力が失われ、漏水の原因を形成する危険な
状態を想定したものであり、このような事故の発生する
事態も十分予想される。Further, FIG. 7 shows that the ground subsidence and the passage of the vehicle are repeatedly applied to the pipeline buried in the ground, an eccentric load is applied, or a sudden rocking due to an earthquake directly hits and the fastening force by the bolt nut 106 is applied. When it exceeds, since the joint has no swallowing margin, the loose flange 105 of the joint portion is displaced by an external force, the axis lines of the flange adapters 102 are displaced, and the surface contact of the end surface of the annular protrusion 104 is separated, and the water of the gasket 107 that is clinging is stuck. It is assumed that the sealing force will be lost and the cause of water leakage will be formed, and it is fully expected that such an accident will occur.
【0011】従来、融着方式によって管を接合していた
工程を、溶融の伴わない機械的な構成によって代替する
従来技術は、他の材質が対象の場合においても散見され
る主題である。たとえば特開平7−145885号で
は、図8に見るように給水、給湯用の金属配管、とくに
銅管の更新、延長、分岐を行なうために、従来は蝋付け
接合のように火熱による溶融作用を利用していたが、狭
隘な空間で施工できるように機械的な継手に改めた技術
を提示した。この構成は2本の配管201、202の接
合部に第1、第2のフランジ203、204を締結し、
さらにテーパリング205を挟んで第2フランジ204
と第3フランジ206とを締結して全体を固定する形態
よりなる。しかし、このような方式が無溶融の接合を可
能とし、水封作用を向上した利点は評価できるとして
も、部材の個数や種類が多く、現地における相互の締結
作業も煩瑣に失し、到底、図5のルーズフランジ方式に
代替できる内容とはいえない。The conventional technique of replacing the step of joining pipes by a fusion bonding method with a mechanical structure that does not involve melting is a subject that is sometimes found when other materials are used. For example, in Japanese Unexamined Patent Publication No. 7-145885, as shown in FIG. 8, in order to perform renewal, extension, and branching of metal pipes for water supply and hot water supply, in particular, copper pipes, conventionally, a melting action due to heat, such as brazing, is used. Although I was using it, I presented a technology that changed to a mechanical joint so that it could be installed in a narrow space. In this configuration, the first and second flanges 203 and 204 are fastened to the joint portion of the two pipes 201 and 202,
Further, the second flange 204 is sandwiched by the taper ring 205.
And the third flange 206 are fastened together to fix the whole. However, although such a method enables non-melting joining and the advantage of improving the water sealing action can be evaluated, the number and types of members are large, and the mutual fastening work at the site is lost complicatedly. It cannot be said that the loose flange method of FIG. 5 can be substituted.
【0012】この他にも特殊な管種の接合方式、たとえ
ば、薄肉金属パイプ上に発泡プラスチックを押出した保
温管の継手(特公昭58−40074号)や、金属管に
防食用の圧縮性ライニングを内張りしたパイプ用の継手
(特開平7−69030号)など枚挙に暇はないが、何
れもポリエチレン管の現地接合において、軽便なルーズ
フランジ方式の特徴を維持しつつも前記の課題を解決す
る技術手段としては程遠い隔たりがあると言わざるを得
ない。In addition to this, a special pipe type joining method, for example, a joint for a heat insulating pipe formed by extruding foamed plastic on a thin metal pipe (Japanese Patent Publication No. 58-40074), or a compressible lining for corrosion protection on a metal pipe Although there is no time to enumerate joints for pipes lined with a pipe (Japanese Patent Laid-Open No. 7-69030), all of them solve the above-mentioned problems while maintaining the features of the loose-flange system, which is convenient for local joining of polyethylene pipes. I have to say that there is a distant gap as a technical means.
【0013】本発明は以上の課題を解決するため、最も
軽便なルーズフランジ方式によるポリエチレン管の現地
接合に最も適応し、かつ、供使期間中は材質に基づくト
ラブルを確実に阻止する新しい管継手の提供を目的とす
る。In order to solve the above problems, the present invention is a new pipe joint that is most suitable for the on-site joining of polyethylene pipes by the loosest flange system, and that reliably prevents troubles due to the material during service. For the purpose of providing.
【0014】[0014]
【課題を解決するための手段】本発明に係るポリエチレ
ン管用ルーズフランジ型管継手は、2本のポリエチレン
管1の端面へそれぞれ融着したポリエチレン製のフラン
ジアダプタ2は内外径がポリエチレン管1の内外径と同
一のコア部21とこの融着部11と反対側の側面に鍔状
に突出する環状突起22よりなり、環状突起22同士の
対向する側面23間にガスケット3を挟んで逆側の側面
24に添ってルーズフランジ4を添着し、両ルーズフラ
ンジ4をボルトナット5で締結する管継手であって、特
に両フランジアダプタ2間に挾在する止水コア管6はフ
ランジアダプタ2の内周面に添着する環状のコア部61
と、環状突起22同士が対向する側面23間に介在する
止水フランジ62よりなり、材質的には予想される最大
外力に十分対抗し得る剛性を具えた金属製筒体で形成
し、該止水フランジ62の両側面にそれぞれ刻設した環
状溝63へ嵌合するガスケット3は、断面D形、または
O形のゴム輪で形成して該環状溝63へその一部を嵌合
し、残部を両止水フランジ62間で挾圧変形し、水圧が
増加すれば自動的に初期面圧も上昇して水封作用を一段
と強化するセルフシール作用を具えたことによって前記
の課題を解決した。A loose-flange type pipe joint for polyethylene pipes according to the present invention has a polyethylene flange adapter 2 fused to the end faces of two polyethylene pipes 1, each having an inner and outer diameter of polyethylene pipe 1. A core portion 21 having the same diameter and an annular protrusion 22 projecting in a brim shape on a side surface opposite to the fusion-bonding portion 11, and a side surface on the opposite side with the gasket 3 sandwiched between the opposed side surfaces 23 of the annular projections 22. 24 is a pipe joint in which loose flanges 4 are attached and both loose flanges 4 are fastened with bolts and nuts 5, and in particular, a water-stop core pipe 6 existing between both flange adapters 2 is an inner circumference of the flange adapter 2. An annular core portion 61 attached to the surface
And the annular projections 22 are formed between the side surfaces 23 facing each other, and are formed of a metal cylinder body having a rigidity that can sufficiently resist the maximum external force expected from the material, and The gasket 3 that fits into the annular grooves 63 formed on both side surfaces of the water flange 62 is formed of a rubber ring having a D-shaped or O-shaped cross section, and a part of the gasket 3 is fitted into the annular groove 63. The above-mentioned problem was solved by providing a self-sealing action that deforms the water between both water stop flanges 62, and automatically increases the initial surface pressure when the water pressure increases to further strengthen the water sealing action.
【0015】また、別の形態としては接合する一方がポ
リエチレン管1、他方がダクタイル鋳鉄管などより高剛
性の別材質よりなる場合は、止水コア管6Aのコア部6
1Aはポリエチレン管へ内嵌する側にだけ形成した構成
が望ましい。As another embodiment, when one of the two parts to be joined is made of a polyethylene pipe 1 and the other is made of another material having higher rigidity such as ductile cast iron pipe, the core portion 6 of the water-stop core pipe 6A.
It is desirable that 1A be formed only on the side that fits inside the polyethylene pipe.
【0016】この構成によって予想される外力の負荷に
十分耐えられる剛性を具えた止水コア管によって接合部
分が強化されるから、外力を受けてフランジアダプタ2
の環状突起22がクリープ変形を生じる懸念がなくな
り、ガスケット部分からの漏水事故は一切阻止される。
また、地震などによる過大な偏心荷重が直撃しても、剛
性の高い止水コア管のコア部が環状突起面をずらそうと
する剪断力に対抗して管同士の相対的な位置関係を堅持
し、水封作用を維持することによって前記の課題を解決
する。With this structure, the joint portion is reinforced by the water blocking core tube having rigidity sufficient to withstand the load of the external force expected, so that the flange adapter 2 receives the external force.
There is no concern that the annular projection 22 of the above will undergo creep deformation, and any water leakage accident from the gasket portion will be prevented.
In addition, even if an excessive eccentric load is directly hit by an earthquake or the like, the core part of the water-resistant core pipe with high rigidity maintains the relative positional relationship between the pipes against the shearing force that tends to shift the annular projection surface. Then, the above problem is solved by maintaining the water sealing action.
【0017】一方がポリエチレン管であり、他方がダク
タイル鋳鉄管など別異の材質よりなる場合は、既設の管
路に新しい管路を延長するときや、工事の都合で設備内
に仮配管するときなどによく起こり得る態様である。こ
のときは本来剛性の高いダクタイル鋳鉄管などについて
は補強する必要がないから、一方のポリエチレン管につ
いてのみ止水コア管のコア部を内嵌して補強し、ダクタ
イル鋳鉄管の受口フランジか押輪フランジと、ポリエチ
レン管に融着したフランジアダプタ外側面に添着したル
ーズフランジとを締結すれば足りる。これによって止水
コア管の軽量化、施工の合理化が図られる利点が得られ
る。When one is a polyethylene pipe and the other is made of a different material such as ductile cast iron pipe, when a new pipeline is extended to an existing pipeline or when temporary piping is carried out in the facility due to construction work It is a mode that often occurs in such as. At this time, it is not necessary to reinforce the ductile cast iron pipe, which is originally highly rigid, so only one polyethylene pipe should be reinforced by fitting the core part of the water-stop core pipe inward, and the duct flange or push ring of the ductile cast iron pipe should be reinforced. It suffices to fasten the flange and the loose flange attached to the outer surface of the flange adapter fused to the polyethylene pipe. This has the advantage of reducing the weight of the waterproof core pipe and streamlining the construction.
【0018】ガスケットについては従来技術で汎用化し
ていた平板状のゴム輪の場合、接合時にフランジアダプ
タの両環状突起と中心点を揃えなければ通水部分にはみ
出す結果も予想され、両管体の管軸を一致させるだけで
も煩わしいのに、ゴム輪の中心まで揃えて確認するため
に著しく作業負担を重くしていたが、本発明の場合では
あらかじめ接合前に止水フランジ62の環状溝63へガ
スケット3を嵌合しておけば、この煩瑣な芯合せ作業か
ら開放される。さらにガスケット自身が断面D形、また
はO形の環状輪として左右から挾圧されて介在すると
き、たとえば、外力によってポリエチレンの環状突起が
加圧変形しようとするときは、取り付け時の初期面圧を
比例的に増強する、いわゆるセルフシール作用が働くの
で、水封機能を急速に強化する作用が働き課題の解決を
一層昂進する。With regard to the gasket, in the case of a flat rubber ring which has been generalized in the prior art, it is expected that if the center points of both annular projections of the flange adapter are not aligned at the time of joining, the result will be that the water will flow out. Although it is troublesome just to match the pipe axes, the work load was remarkably heavy in order to align and check the center of the rubber ring. However, in the case of the present invention, the annular groove 63 of the water stop flange 62 is previously joined before joining. If the gasket 3 is fitted, this complicated centering work is released. Further, when the gasket itself is interposed as a ring-shaped ring having a D-shaped or O-shaped cross section from the left and right, for example, when the polyethylene ring-shaped projection is about to be deformed under pressure by an external force, the initial surface pressure at the time of mounting is reduced. Since the so-called self-sealing action that increases proportionally works, the action that rapidly strengthens the water sealing function works to further promote the solution of the problem.
【0019】[0019]
【発明の実施の形態】本発明の対象は少なくとも一方の
管材がポリエチレン材である管継手に係り、図1は2本
のポリエチレン管1を接合する形態を示す。継手の型式
は公知のルーズフランジ方式に属し、双方のポリエチレ
ン管1の管端にそれぞれポリエチレン製のフランジアダ
プタ2のコア部21の端面をバット融着、またはエレク
トロフュージョンソケットを介装して融着部11におい
て固定する。コア部21の逆端面は鍔状に突出する環状
突起22があって、相互に対向する側面23間へ止水コ
ア管6の止水フランジ62を挟み込み、環状突起22の
逆側の側面24に添ってルーズフランジ4を添着してボ
ルトナット5で締結する構成を基本とする。BEST MODE FOR CARRYING OUT THE INVENTION The object of the present invention relates to a pipe joint in which at least one pipe material is a polyethylene material, and FIG. 1 shows a mode in which two polyethylene pipes 1 are joined. The joint type belongs to the well-known loose flange system, and the end faces of the core portions 21 of the polyethylene flange adapters 2 are welded to the ends of both polyethylene pipes 1 by butt fusion or electrofusion sockets. Fix in part 11. The opposite end surface of the core portion 21 has an annular projection 22 protruding like a collar, and the water stop flange 62 of the water stop core tube 6 is sandwiched between the side surfaces 23 facing each other, and the side surface 24 on the opposite side of the annular projection 22 is provided. Along with this, the loose flange 4 is attached and the bolt nut 5 is used for fastening.
【0020】図2はフランジアダプタ2のコア部に共通
して内嵌する止水コア管6だけの断面正面図(A)とそ
の一部側面図(B)である。止水コア管はコア部61と
止水フランジ62とからなり、コア部61の外径はフラ
ンジアダプタのコア部21の内径許容差最小寸法で製作
され、中央に外周側へ突出する止水フランジ62とは一
体的に製作されているが、両者を分割して2本の円筒体
と1枚のドーナツ状環板を別個に製作して組合わせても
よい。重要な要件としては供使中に予想される最大外
力、地震時に水平、垂直方向の激しい揺動を受けても、
両サイドのコア部の管軸がずれたり、環状突起自体が座
屈変形して環状突起21の面接触が外れて水封状態が破
れることがないように裏面から補強する剛性を維持する
ことであり、この機械的強度を具えた金属材料であっ
て、かつ、通水と絶えず接触しても発錆したり水質を汚
染する可能性のない材料であることが求められるから、
18−8ステンレス鋼、または同等以上の耐食性合金
鋼、銅合金などの非鉄金属類から選ぶことが望ましい。FIG. 2 is a sectional front view (A) and a partial side view (B) of only the waterproof core pipe 6 which is commonly fitted in the core portion of the flange adapter 2. The water-stop core tube is composed of a core portion 61 and a water-stop flange 62, the outer diameter of the core portion 61 is made to the minimum inner diameter tolerance of the core portion 21 of the flange adapter, and the water-stop flange projecting to the outer peripheral side in the center. 62 is manufactured integrally, but it is also possible to divide both and manufacture two cylindrical bodies and one donut-shaped annular plate separately and combine them. The important requirements are the maximum external force expected during service, even when subjected to severe horizontal and vertical swings during an earthquake,
By maintaining the rigidity to reinforce from the back side so that the tube axes of the core parts on both sides are not displaced or the annular projection itself is buckled and deformed so that the surface contact of the annular projection 21 is not released and the water seal state is broken. Yes, because it is a metal material with this mechanical strength, and it is required to be a material that does not rust or pollute the water quality even if it constantly contacts water flow,
It is desirable to select from non-ferrous metals such as 18-8 stainless steel, corrosion resistant alloy steel of equal or higher grade, and copper alloy.
【0021】止水コア管6の止水フランジ62には環状
溝63を両面に刻設し、その溝内へ断面がD形のゴム輪
からなるガスケット3の一部(曲面部)を嵌合するが、
断面がO形であってもよい。これらのガスケットは従来
技術で多用される平板状のガスケット(たとえば図6に
おけるガスケット107)のように対向するフランジ面
間に単に平面的に挟み込まれるだけでなく、あらかじめ
止水コア管の環状溝に一部を嵌め込んでから接合作業に
供されるから芯合せの必要がなく、作業性が向上すると
ともに、芯のずれ込みによる水封作用低下の懸念も一切
解消する。加えてこの形態のガスケットはいわゆるセル
フシール効果が顕われる特徴を具えており、ボルトナッ
トの締結によって初期面圧が与えられるが、その後、新
たに水圧が増加すれば自動的に面圧も上昇して水封作用
を一段と強化する働きが発揮されるから、従来技術の平
板状のガスケットには認められない高い水封機能を保証
することができる。An annular groove 63 is formed on both sides of the water-stop flange 62 of the water-stop core tube 6, and a part (curved surface) of the gasket 3 made of a rubber ring having a D-shaped cross section is fitted into the groove. But
The cross section may be O-shaped. These gaskets are not only flatly sandwiched between opposed flange surfaces like a flat gasket (eg, gasket 107 in FIG. 6) often used in the prior art, but are also preliminarily formed in the annular groove of the waterproof core pipe in advance. There is no need for core alignment because it is used for joining work after fitting a part of it, workability is improved, and there is no concern that the water sealing action will be reduced due to misalignment of the core. In addition, the gasket of this form has a characteristic that a so-called self-sealing effect appears, and the initial surface pressure is given by the fastening of the bolts and nuts, but thereafter, when the water pressure is newly increased, the surface pressure automatically increases. As a result, the function of further strengthening the water-sealing action is exerted, so that it is possible to guarantee a high water-sealing function which is not found in the flat gaskets of the prior art.
【0022】図3(A)(B)(C)は本発明に係る管
継手の接合手順を示すそれぞれの縦断正面図である。
図(A)
ポリエチレン管1に融着したフランジアダプタ2の環状
突起22の側面24にそれぞれルーズフランジ4を添着
し、D形のガスケット3の曲面部をそれぞれ嵌合した止
水コア管6の一方のコア部61を一方のフランジアダプ
タのコア部21へ嵌め込み、一方のガスケット3が対向
する環状突起22の側面23と当接するまで挿入する。
図(B)
止水フランジ62に嵌合した他方のガスケット3が他方
の環状突起22の側面23と当接するまで他方のポリエ
チレン管1を挿入する。
図(C)
ボルトナット5を差込み規定トルクまで締め付けて接合
作業を終了する。3 (A), (B) and (C) are vertical sectional front views showing the procedure for joining the pipe joint according to the present invention. FIG. (A) One of the water-stop core pipes 6 in which loose flanges 4 are attached to the side surfaces 24 of the annular protrusions 22 of the flange adapter 2 fused to the polyethylene pipe 1, and the curved surface portions of the D-shaped gaskets 3 are fitted respectively. The core portion 61 is fitted into the core portion 21 of the one flange adapter, and is inserted until the one gasket 3 comes into contact with the side surface 23 of the opposed annular projection 22. (B) Insert the other polyethylene pipe 1 until the other gasket 3 fitted to the water stop flange 62 comes into contact with the side surface 23 of the other annular projection 22. Figure (C) Insert the bolt and nut 5 and tighten to the specified torque to finish the joining work.
【0023】図4は本発明の別の形態を示す止水コア管
6Aの縦断正面図(A)と側面図(B)であり、一方の
接合管はポリエチレン管であるが他方はダクタイル鋳鉄
管など他の管種であるケースを示したものである。この
ように本発明の対象は、少なくとも一方がポリエチレン
管であれば他方がダクタイル鋳鉄管や鋼管、またはコン
クリート管など一般のプラスチック材よりも高い剛性を
具えた異材質の管接合も含み、本形態に準じて他の形態
も同様に適用される。この場合、ポリエチレンの補強は
高強度のダクタイル鋳鉄管には不必要であるから、専用
の止水コア管6Aとしては片側のコア部61Aと端面に
突設した止水フランジ62Aとで足りる。止水フランジ
62Aはたとえばダクタイル鋳鉄管の受口フランジと直
接ボルト締結されるか、または押輪フランジと締結され
るか、公知の接合構造を準用すればよく、この場合でも
止水フランジ62Aの両面に水封作用を強化した断面D
形またはO形のガスケット3Aを環状溝63Aに一部嵌
め込むことに変りはない。FIG. 4 is a vertical sectional front view (A) and side view (B) of a waterproof core pipe 6A showing another embodiment of the present invention. One joint pipe is a polyethylene pipe while the other is a ductile cast iron pipe. It shows the case of other tube types. As described above, the object of the present invention includes pipe joining of dissimilar materials having higher rigidity than general plastic materials such as ductile cast iron pipe or steel pipe, or concrete pipe if at least one is a polyethylene pipe, According to the above, other forms are similarly applied. In this case, since reinforcement of polyethylene is not necessary for the high-strength ductile cast iron pipe, the dedicated water-stop core pipe 6A is sufficient with the core portion 61A on one side and the water-stop flange 62A protruding from the end face. The water stop flange 62A may be bolted directly to the socket flange of the ductile cast iron pipe, or may be fastened to the push ring flange, or a known joint structure may be applied, and in this case as well, both surfaces of the water stop flange 62A may be used. Section D with enhanced water sealing
There is no change in that the O-shaped gasket 3A is partially fitted into the annular groove 63A.
【0024】[0024]
【発明の効果】本発明は以上に述べたように災害への適
応性が高く、軽量で施工性に優れ、耐食性も他を凌駕す
るなど、近来、管材としての価値に注目を集めているポ
リエチレン管の接合について残された課題と取り組み、
融着に依存する接合方法に代わるメカニカルジョイント
の改善に成功した。具体的には本発明の実用化によって
次の効果が顕われる。
金属に比べて、なお、及ばない剛性を重点的に補強す
るから、クリープによる変形がなくなり高い水封性が維
持される。
同様に地震など急激な偏心荷重が直撃したときでも、
管軸がずれることなく両管の相対的な位置関係を固持
し、水封性を損う虞がない。
従来技術のメカニカルジョイントに比べると、ガスケ
ットの断面形状を特定することによってセルフシール効
果が顕著に発揮され、ポリエチレン自身のクリープに基
づく面圧の低下、漏水発生の危惧を取り除く。
接合の施工時にあらかじめ止水コア管にガスケットの
一部を嵌め込んだ後、フランジアダプタ管端へ挿入して
管同士をボルトナットで締結するから、双方の管軸がず
れることなく、またガスケットが管軸からずれることも
なく、施工が容易で正確となり、従来この原因による漏
水の懸念を解消する。
ポリエチレンの接合の主流となっている融着法、たと
えばエレクトロフュージョン工法によって管継手を形成
すれば,接合後の解体は管の切断以外に不可能であった
が、本発明の管継手によれば容易に接合部を取り外して
離脱でき、仮設の配管や局部的な修理、更新、分岐など
多様な管の接合と解体が簡単に可能となり、管の再使用
を繰り返すことができるので、材料費を低減する効果は
極めて大きい。INDUSTRIAL APPLICABILITY As described above, the present invention is highly adaptable to disasters, lightweight, excellent in workability, and superior in corrosion resistance to polyethylene. Remaining issues and work on joining pipes,
We have succeeded in improving the mechanical joint, which replaces the joining method that depends on fusion bonding. Specifically, the following effects are realized by putting the present invention into practical use. Compared with metal, the rigidity that does not reach is strengthened, so deformation due to creep is eliminated and high water sealing property is maintained. Similarly, even when a sudden eccentric load such as an earthquake hits directly,
There is no risk of impairing the water sealing property because the relative positional relationship between the two pipes is retained without the pipe axis shifting. Compared with the mechanical joint of the prior art, the self-sealing effect is remarkably exhibited by specifying the cross-sectional shape of the gasket, and the risk of surface pressure drop and water leakage due to the creep of polyethylene itself is eliminated. After fitting a part of the gasket into the water-stop core pipe in advance at the time of joining, the flange adapter pipe end is inserted and the pipes are fastened with bolts and nuts, so both pipe axes do not shift and the gasket is It does not deviate from the pipe axis, and construction is easy and accurate, eliminating the concern about water leakage due to this cause. If a pipe joint is formed by a fusion method, which is the mainstream for joining polyethylene, for example, an electrofusion method, disassembling after joining is impossible except for cutting the pipe. However, according to the pipe joint of the present invention, The joints can be easily removed and detached, and various pipes such as temporary pipes, local repairs, renewals, and branches can be easily joined and dismantled, and pipes can be reused repeatedly, reducing material costs. The effect of reducing is extremely large.
【図1】本発明の実施形態を示す一部縦断正面図(A)
と要部(長方形に区切った範囲)の拡大図(B)であ
る。FIG. 1 is a partially longitudinal front view showing an embodiment of the present invention (A).
FIG. 3B is an enlarged view (B) of the main part (range divided into rectangles).
【図2】同じ実施形態のうち止水コア管だけを示す縦断
正面図(A)と一部側面図(B)である。FIG. 2 is a vertical sectional front view (A) and a partial side view (B) showing only a waterproof core tube in the same embodiment.
【図3】(A)(B)(C)によって本発明による接合
手順を示すそれぞれの縦断正面図である。FIG. 3 is a vertical sectional front view showing a joining procedure according to the present invention by (A), (B) and (C).
【図4】本発明の別の実施形態に適用される止水コア管
を示す縦断正面図(A)と側面図(B)である。FIG. 4 is a vertical sectional front view (A) and a side view (B) showing a water blocking core pipe applied to another embodiment of the present invention.
【図5】従来技術の一例を示す一部縦断正面図である。FIG. 5 is a partially longitudinal front view showing an example of a conventional technique.
【図6】従来技術の課題の一つを示す一部縦断正面図で
ある。FIG. 6 is a partially longitudinal front view showing one of the problems of the conventional technique.
【図7】同じ従来技術の別の態様を示す縦断正面図であ
る。FIG. 7 is a vertical sectional front view showing another aspect of the same conventional technique.
【図8】別の従来技術を示す一部縦断正面図である。FIG. 8 is a partial vertical sectional front view showing another conventional technique.
1 ポリエチレン管 2 フランジアダプタ 3 ガスケット 4 ルーズフランジ 5 ボルトナット 6 止水コア管 11 融着部 21 コア部 22 環状突起 23 側面(環状突起同士の対向側) 23 側面(逆側) 61 コア部 62 止水フランジ 63 環状溝 1 polyethylene pipe 2 Flange adapter 3 gasket 4 loose flange 5 bolt nut 6 Water-stop core tube 11 Fusion part 21 Core part 22 annular protrusion 23 Side surface (opposite side of annular projections) 23 Side (opposite side) 61 Core part 62 Water stop flange 63 annular groove
フロントページの続き (56)参考文献 特開 平9−14545(JP,A) 特開 平7−40458(JP,A) 実開 昭48−47018(JP,U) 実開 昭57−132855(JP,U) 実開 昭57−190191(JP,U) (58)調査した分野(Int.Cl.7,DB名) F16L 21/06 F16L 23/036 Continuation of the front page (56) Reference JP-A-9-14545 (JP, A) JP-A-7-40458 (JP, A) Actually open Sho 48-47018 (JP, U) Actually open Sho 57-132855 (JP , U) Actual development Sho 57-190191 (JP, U) (58) Fields investigated (Int.Cl. 7 , DB name) F16L 21/06 F16L 23/036
Claims (2)
れ融着したポリエチレン製のフランジアダプタ2は内外
径がポリエチレン管1の内外径と同一のコア部21と融
着部11と反対側の側面に鍔状に突出する環状突起22
よりなり、環状突起22同士が対向する側面23間にガ
スケット3を挟み、逆側の側面24に添ってルーズフラ
ンジ4を添着し、両ルーズフランジ4をボルトナット5
で締結するポリエチレン管用ルーズフランジ型管継手に
おいて、両フランジアダプタ2間に挾在する止水コア管
6はフランジアダプタ2の内周面に添着する環状のコア
部61と、環状突起22同士が対向する側面23間に介
在する止水フランジ62よりなり、材質的には予想され
る最大外力に十分対抗し得る剛性を具えた金属製筒体で
形成し、該止水フランジ62の両側面にそれぞれ刻設し
た環状溝63へ嵌合するガスケット3は、断面D形、ま
たはO形のゴム輪で形成して該環状溝63へその一部を
嵌合し、残部を両止水フランジ62間で挾圧変形し、水
圧が増加すれば自動的に初期面圧も上昇して水封作用を
一段と強化するセルフシール作用を具えたことを特徴と
するポリエチレン管用ルーズフランジ型管継手。1. A polyethylene flange adapter 2 fused to the end faces of two polyethylene pipes 1 has a core part 21 having the same inner and outer diameters as the inner and outer diameters of the polyethylene pipe 1, and a side face opposite to the fused part 11. Annular protrusion 22 protruding in a brim shape
The gasket 3 is sandwiched between the side surfaces 23 where the annular projections 22 face each other, and the loose flange 4 is attached along the opposite side surface 24.
In the loose-flange type pipe joint for polyethylene pipes to be fastened together with each other, the water-stop core pipe 6 existing between the flange adapters 2 has an annular core portion 61 attached to the inner peripheral surface of the flange adapter 2 and annular protrusions 22 facing each other. The water blocking flanges 62 interposed between the side surfaces 23 are formed of a metal cylinder having a rigidity sufficient to withstand the maximum expected external force in terms of material. The gasket 3 that fits into the engraved annular groove 63 is formed of a rubber ring having a D-shaped or O-shaped cross section, and a part of the gasket 3 is fitted into the annular groove 63, and the remaining portion is between the water-stop flanges 62. A loose-flange type pipe joint for polyethylene pipes, characterized by a self-sealing action that automatically increases the initial surface pressure when the water pressure increases due to strain deformation.
エチレン管1、他方がダクタイル鋳鉄管などより高剛性
の別材質よりなり、止水コア管6Aのコア部61Aはポ
リエチレン管へ内嵌する側にだけ形成したことを特徴と
するポリエチレン管用ルーズフランジ型管継手。2. The side according to claim 1, wherein one side to be joined is made of a polyethylene pipe 1 and the other side is made of another material having higher rigidity such as ductile cast iron pipe, and the core portion 61A of the water-stop core pipe 6A is fitted inside the polyethylene pipe. A loose flange type pipe joint for polyethylene pipes, characterized in that it is formed only on the.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP36575797A JP3397232B2 (en) | 1997-12-22 | 1997-12-22 | Loose flange type pipe fittings for polyethylene pipes |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP36575797A JP3397232B2 (en) | 1997-12-22 | 1997-12-22 | Loose flange type pipe fittings for polyethylene pipes |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH11182756A JPH11182756A (en) | 1999-07-06 |
| JP3397232B2 true JP3397232B2 (en) | 2003-04-14 |
Family
ID=18485035
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP36575797A Expired - Fee Related JP3397232B2 (en) | 1997-12-22 | 1997-12-22 | Loose flange type pipe fittings for polyethylene pipes |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3397232B2 (en) |
Families Citing this family (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002081592A (en) * | 2000-09-07 | 2002-03-22 | Tsukiji Works Co Ltd | Joint for hard vinyl chloride pipe |
| JP2002195462A (en) * | 2000-12-26 | 2002-07-10 | Komei Seisakusho:Kk | Temporary water pipe |
| JP4764580B2 (en) * | 2001-09-27 | 2011-09-07 | 株式会社光明製作所 | Temporary water pipe |
| JP5616715B2 (en) * | 2010-08-09 | 2014-10-29 | ノーラエンジニアリング株式会社 | Piping construction confirmation method |
| WO2014030316A1 (en) * | 2012-08-21 | 2014-02-27 | 積水化学工業株式会社 | Piping joint, piping joint structure, leak prevention method using piping joints, flanged tubes, and tube joint structures |
| EP2759809B1 (en) * | 2013-01-28 | 2020-02-12 | Krohne AG | Ultrasonic transducer |
| WO2014176763A1 (en) * | 2013-05-01 | 2014-11-06 | 南通长航船舶配件有限公司 | Marine pipeline sleeve expansion joint |
| JP6043771B2 (en) * | 2014-10-06 | 2016-12-14 | 株式会社川西水道機器 | Union nut joint connection device and connection method using the same |
| CN105715887A (en) * | 2016-04-14 | 2016-06-29 | 安庆宜源石油机械配件制造有限责任公司 | Flange easy to replace |
| JP6725303B2 (en) * | 2016-04-15 | 2020-07-15 | 積水化学工業株式会社 | Packing |
| KR101971829B1 (en) * | 2018-05-03 | 2019-08-13 | 조현일 | Connection apparatus for pipe joint portion and Method for installing the same |
| JPWO2021149387A1 (en) * | 2020-01-20 | 2021-07-29 | ||
| CN111550622B (en) * | 2020-04-26 | 2021-09-07 | 潮州深能燃气有限公司 | Butt joint device for industrial gas pipeline installation |
| CN115284637B (en) * | 2022-08-08 | 2024-10-22 | 无锡惠玺流体设备科技有限公司 | Method for preparing eccentric compensation joint and eccentric compensation joint thereof |
| CN116906831A (en) * | 2023-06-05 | 2023-10-20 | 福建省双龙消防科技有限公司 | High-tightness water flow indicator |
-
1997
- 1997-12-22 JP JP36575797A patent/JP3397232B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH11182756A (en) | 1999-07-06 |
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