JP3179755U - Plastic plastic tube structure - Google Patents

Plastic plastic tube structure Download PDF

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JP3179755U
JP3179755U JP2012005436U JP2012005436U JP3179755U JP 3179755 U JP3179755 U JP 3179755U JP 2012005436 U JP2012005436 U JP 2012005436U JP 2012005436 U JP2012005436 U JP 2012005436U JP 3179755 U JP3179755 U JP 3179755U
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plastic
pipe
rubber ring
tube
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鴻國 鄭
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Nan Ya Plastics Corp
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Nan Ya Plastics Corp
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Abstract

【課題】可塑性プラスチック管のソケット構造が、湾曲している地形で配管する場合も、あるいは地震による管の撓みや起伏変動の場合にも、管接合部分の水密性、耐水圧強度、耐衝撃性を保つことができるプラスチック管構造を提供する。
【解決手段】リップ部11が錐状(外端が大きく内端が小さい)となっており、ブッシュリング嵌入式圧力輸送用ゴム輪2を超えた領域において、その口径が逆錐状(外端が小さく内端が大きい)となっていることにより、従来の可塑性プラスチック管よりも、撓み許容角度が3倍〜4倍に増加するとともに、従来の可塑性プラスチック管が元来有する優れた水密性、耐水圧強度、耐衝撃性を維持することができる。
【選択図】図2
[PROBLEMS] To solve the problem of water tightness, water pressure resistance, and impact resistance of pipe joints even when the socket structure of a plastic plastic pipe is piped on a curved terrain or when the pipe is bent or undulated due to an earthquake. Providing a plastic tube structure that can keep up.
A lip portion has a conical shape (the outer end is large and the inner end is small), and the diameter of the lip portion exceeds the bush ring insertion type pressure-transporting rubber ring. Is smaller and the inner end is larger), and the allowable angle of deflection is increased by 3 to 4 times compared to the conventional plastic plastic tube, and the excellent water tightness inherent in the conventional plastic plastic tube, Water pressure resistance and impact resistance can be maintained.
[Selection] Figure 2

Description

本考案は、可塑性プラスチック管構造に関するものである。   The present invention relates to a plastic plastic tube structure.

本考案の出願人は、台湾国内で最も規模が大きく、スループットが最大で且つ品質が最も優れたポリ塩化ビニル管(以下、PVC管と言う)製造メーカであり、また、本考案の出願人が研究開発した可塑性プラスチック管に関する製品は、現在でも台湾国内に広く採用されつつある。その主な要因は、本考案の出願人に係る可塑性プラスチック管の製品構造が特殊で、耐水圧強度と耐衝撃性が高く、水密性に優れ、工事が簡易であるため、実用的な効果があることにある。本考案の出願人はPVC管材スリーブジョイントソケット構造の突破に多大な貢献を果たした。   The applicant of the present invention is a manufacturer of polyvinyl chloride pipe (hereinafter referred to as a PVC pipe) having the largest scale, the highest throughput, and the highest quality in Taiwan. Researched and developed products related to plastic pipes are still being widely adopted in Taiwan. The main factors are that the product structure of the plastic plastic pipe according to the applicant of the present invention is special, the water pressure resistance and impact resistance are high, the water tightness is excellent, and the construction is simple. There is to be. The applicant of the present invention made a great contribution to breaking through the PVC pipe sleeve joint socket structure.

しかしながら、台湾921大震災が起こった後、管の損害の程度から、本考案の出願人は、上述した可塑性プラスチック管製品の応用や実際の工事が何年間にわたって行われているが、いまだに不十分な状況であることを見出した。それを検討したところ、現在のPVC管は、より好ましい耐衝撃性のほか、その可塑性プラスチック管のソケット構造が、湾曲している地形における管配線の場合、及び地震による管の撓みや起伏変動の場合にも、依然として管接合部分の水密性、耐水圧強度、耐衝撃性を保つことが必要であると考えられる。   However, after the great earthquake in Taiwan 921, the applicant of the present invention has applied the above-mentioned plastic plastic pipe products and the actual construction for many years due to the extent of damage to the pipes. Found the situation. As a result, the present PVC pipe has a more favorable impact resistance, and the plastic plastic pipe socket structure is suitable for pipe wiring in curved terrain, as well as pipe bending and undulation fluctuations due to earthquakes. Even in this case, it is considered necessary to maintain the water tightness, water pressure resistance, and impact resistance of the pipe joint.

従来の可塑性プラスチック管構造(図4を参照)は、その管ジョイント20のリップ部30及び内端径40は直線状となっており、管材との嵌合が一旦完成されると、両者の間に形成された間隔が小さいため、管が湾曲している場合、嵌合工事が困難となることがあり、嵌合を強引に行うと、ゴム輪50が圧入されてしまい、水漏れが生じることとなる。嵌合をスムーズに行うことができれば、接合箇所における撓み許容角度(図5に示すα角を参照)は約3度〜4度となり、極めて限られている。また、図5に示す従来の可塑性プラスチック管の管ジョイント20のリップ部30と内端径40との接合箇所は、折り曲げられて破損し易く、ゴム輪50に圧力が不均一に印加されると、水漏れが生じることがよくあり、工事現場がよくない場所において、工事の不良により水漏れの不具合がさらに生じ易くなることがある。   In the conventional plastic plastic pipe structure (see FIG. 4), the lip portion 30 and the inner end diameter 40 of the pipe joint 20 are linear, and once the fitting with the pipe material is completed, there is a gap between the two. When the pipe is curved, fitting work may be difficult when the pipe is curved, and if the fitting is forcibly performed, the rubber ring 50 is press-fitted and water leakage occurs. It becomes. If the fitting can be carried out smoothly, the allowable bending angle (see α angle shown in FIG. 5) at the joint is about 3 to 4 degrees, which is extremely limited. Further, the joint portion between the lip portion 30 and the inner end diameter 40 of the pipe joint 20 of the conventional plastic plastic pipe shown in FIG. 5 is easily bent and damaged, and when pressure is applied unevenly to the rubber ring 50. Water leakage often occurs, and in a place where the construction site is not good, a malfunction of the water leakage may be more likely to occur due to poor construction.

さらに、可塑性プラスチック管の管ジョイント20は、嵌合工事が容易に行われるためにリップ部30の箇所において間隔を十分に開け、さらに、弾力が十分に確保されるためにゴム輪50に合わせて、その硬度数をショアAで50度〜60度に維持する。しかしながら、管の接合工事が完成され、実際に使用されると、印加された水圧により、ゴム輪50が常に前へ移動するように付勢されることで、水密性の機能が失われ、水漏れが生じてしまうことがある。管は、地形に合わせて湾曲する必要がある場合、折り曲げられることによって、その内径の一方側の間隔が大きくなり、水漏れが生じ易くなる。さらに、水圧が大きすぎることによって、ゴム輪50は、間隔から正常な水密位置を離れ、大量の水漏れが生じることになる。しかしながら、上述した不都合を回避するために、リップ部30の箇所における間隔を小さくすると、嵌合工事が極めて困難となり且つ手間がかかるという不都合が生じ、特に管が地形に合わせて湾曲する必要がある場合、嵌合工事がより困難となるため、嵌合を強引に行うと、ゴム輪50が必然的にその設置箇所から圧出され、密封効果を発揮することができず、水漏れが生じてしまうことがある。また、内圧によりゴム輪50が離脱され水漏れが生じることを回避するためにゴム輪50の硬度を大きくすると、ゴム輪50の硬度が硬くなることによって工事が困難となり、水密性が不良となるといった欠点が生じてしまう。   Further, the pipe joint 20 of the plastic plastic pipe has a sufficient interval at the lip portion 30 for easy fitting work, and further fits the rubber ring 50 to ensure sufficient elasticity. The hardness number is maintained at 50 to 60 degrees with Shore A. However, when the pipe joining work is completed and actually used, the rubber ring 50 is always urged to move forward by the applied water pressure, so that the watertight function is lost. Leakage may occur. When it is necessary to bend the pipe according to the terrain, the pipe is bent so that the interval on one side of its inner diameter is increased and water leakage is likely to occur. Further, when the water pressure is too high, the rubber ring 50 leaves the normal watertight position from the interval, and a large amount of water leaks. However, in order to avoid the inconvenience described above, if the interval at the location of the lip portion 30 is reduced, the inconvenience of fitting work becomes extremely difficult and troublesome, and it is particularly necessary that the pipe bend in accordance with the terrain. In this case, since the fitting work becomes more difficult, if the fitting is forcibly performed, the rubber ring 50 is inevitably squeezed out from the installation location, and the sealing effect cannot be exhibited, resulting in water leakage. May end up. Further, if the hardness of the rubber ring 50 is increased in order to avoid the leakage of the rubber ring 50 due to internal pressure and the occurrence of water leakage, the construction of the rubber ring 50 becomes hard and the construction becomes difficult, resulting in poor watertightness. Such a disadvantage occurs.

さらに、台湾がもともと地震地帯に位置しており、地震によって地層が起伏したり湾曲したりするため、プラスチック管の接合箇所は、地層の変動による陥没、起伏又は撓みといった現象によって、破損又は水漏れが生じることがよくある。   In addition, since Taiwan is originally located in an earthquake zone, and the strata undulates and curves due to the earthquake, the joints of plastic pipes are damaged or leaked due to phenomena such as depressions, undulations, or deflections due to strata changes. Often occurs.

本考案は、管ジョイントが有する可塑性特性や可撓性特性により、管接合箇所の撓み許容角度(図5に示すα角を参照)が、従来の可塑性プラスチック管構造に対して3倍〜4倍に増加し、撓み状況下においても従来の可塑性プラスチック管が元来有する優れた水密性、耐水圧強度、耐衝撃性を維持することができる可塑性プラスチック管構造を提供することを目的とする。また、本考案の出願人は、可塑性プラスチック管構造を研究開発していると同時に、可塑性プラスチック管に合わせて組み立てられることが可能であることにより、ゴム輪の剛性が向上でき、内圧の過大によってゴム輪が離脱してしまうことを回避すると共に、工事が容易で且つ水密性に優れる特性を有するブッシュリング嵌入式圧力輸送用ゴム輪構造を提供することを目的とする。本考案に係るブッシュリング嵌入式圧力輸送用ゴム輪構造と可塑性プラスチック管を組み合わせて使用すると、可塑性プラスチック管の水密性、耐水圧強度、耐衝撃性がさらに向上でき、可塑性プラスチック管の緊密性の調整効果もある。   In the present invention, due to the plasticity and flexibility of the pipe joint, the allowable bending angle of the pipe joint (see α angle shown in FIG. 5) is 3 to 4 times that of the conventional plastic plastic pipe structure. An object of the present invention is to provide a plastic tube structure that can maintain the excellent water tightness, water pressure resistance, and impact resistance inherent in conventional plastic plastic tubes even under bending conditions. In addition, the applicant of the present invention is researching and developing a plastic plastic pipe structure, and at the same time, it can be assembled to the plastic plastic pipe, thereby improving the rigidity of the rubber ring and by excessive internal pressure. An object of the present invention is to provide a bush ring insertion type pressure transport rubber ring structure which has a characteristic that construction is easy and water-tightness is excellent while avoiding the rubber ring from being detached. When the rubber ring structure for pressure transport with bush ring insertion according to the present invention is used in combination with a plastic tube, the water tightness, water pressure resistance and impact resistance of the plastic tube can be further improved. There is also an adjustment effect.

本考案は、先端部の管壁断面は、2段階のV形凸状に形成され、リップ部の挿入口は、外端が大きく内端が小さい錐状に形成され、管径部分は、ゴム輪が設けられた領域に隣接した領域において外端が小さく内端が大きい逆錐状に形成され、嵌合される撓み角度及び嵌合の簡易性が向上できるとともに水密性、耐水圧強度、耐衝撃性に優れるべく、可塑性プラスチック管が互いに嵌合するように構成されることを特徴とする可塑性プラスチック管構造を提供する。   In the present invention, the tube wall cross section at the tip is formed in a two-stage V-shaped convex shape, the insertion port of the lip is formed in a cone shape with a large outer end and a small inner end, and the tube diameter portion is made of rubber. In a region adjacent to the region where the ring is provided, the outer end is small and the inner end is formed in an inverted conical shape, so that the bending angle to be fitted and the ease of fitting can be improved, and water tightness, water pressure resistance, Provided is a plastic plastic tube structure characterized in that plastic plastic tubes are configured to be fitted to each other in order to have excellent impact properties.

本考案の目的は、主に、従来の可塑性プラスチック管よりも、撓み許容角度が3倍〜4倍に増加するとともに、従来の可塑性プラスチック管が元来有する優れた水密性、耐水圧強度、耐衝撃性を維持することができる新規な可塑性プラスチック管構造、特に可塑性プラスチック管の管ジョイント構造改良を提供する。   The purpose of the present invention is mainly to increase the allowable deflection angle by 3 to 4 times as compared with the conventional plastic plastic tube, and to achieve the excellent water tightness, hydraulic strength, The present invention provides a novel plastic plastic pipe structure capable of maintaining impact resistance, and particularly an improved pipe joint structure of a plastic plastic pipe.

また、本考案の目的は、リップ部は外端が内端よりも大きい錐状となっており、ゴム輪が設けられた箇所を超えた領域において外端が内端よりも小さい逆錐状となっており、従来の可塑性プラスチック管よりも、撓み許容角度が3倍〜4倍に増加することができる新規な可塑性プラスチック管構造、特に可塑性プラスチック管の管ジョイントの形状構造の改良を提供する。   The object of the present invention is that the lip portion has a conical shape whose outer end is larger than the inner end, and in the region beyond the place where the rubber ring is provided, the outer end is an inverted conical shape smaller than the inner end. Therefore, the present invention provides a novel plastic plastic tube structure in which the deflection allowable angle can be increased by 3 to 4 times compared to the conventional plastic plastic tube, and particularly an improvement in the shape of the tube joint of the plastic plastic tube.

さらに、本考案の目的は、本考案に係る可塑性プラスチック管に合わせて組み立てられることが可能であるブッシュリング嵌入式圧力輸送用ゴム輪構造を提供する。該ゴム輪構造は、硬質プラスチックブッシュリングが嵌入し位置決めするように、2つの円弧サークルが接して形成された凹み中段部を有するため、該ゴム輪構造の強度を向上することができる。従って、本考案に係る可塑性プラスチック管の水密性、耐水圧強度、耐衝撃性がさらに向上でき、可塑性プラスチック管の緊密性の調整効果もある。   Furthermore, an object of the present invention is to provide a bush ring insertion type pressure transport rubber ring structure that can be assembled in accordance with the plastic tube according to the present invention. Since the rubber ring structure has a recessed middle step portion formed by contacting two arc circles so that the hard plastic bushing ring is fitted and positioned, the strength of the rubber ring structure can be improved. Therefore, the water tightness, water pressure resistance, and impact resistance of the plastic plastic tube according to the present invention can be further improved, and there is an effect of adjusting the tightness of the plastic plastic tube.

本考案に係る好ましい実施例の可塑性プラスチック管構造の断面図を示す。1 shows a cross-sectional view of a plastic plastic tube structure according to a preferred embodiment of the present invention. 本考案に係る好ましい実施例の可塑性プラスチック管とブッシュリング嵌入式圧力輸送用ゴム輪との組み立て構造の断面図を示す。1 is a cross-sectional view of an assembly structure of a plastic plastic tube and a bush ring-inserted pressure transport rubber ring according to a preferred embodiment of the present invention. 本考案に係る好ましい実施例におけるブッシュリング嵌入式圧力輸送用ゴム輪の凹み中段部に嵌合された硬質プラスチックブッシュリング構造の断面図であり、その断面がU形、半円形、円形、矩形、正方形又は台形等の形状を模式的に示す。FIG. 3 is a cross-sectional view of a hard plastic bushing ring structure fitted in a recess middle step of a bushing ring insertion type pressure transport rubber ring in a preferred embodiment according to the present invention, the cross section of which is U-shaped, semi-circular, circular, rectangular, A shape such as a square or a trapezoid is schematically shown. 従来の可塑性プラスチック管構造の断面図を示す。1 shows a cross-sectional view of a conventional plastic plastic tube structure. 従来の可塑性プラスチック管の接合箇所の撓み許容角度のα角を模式的に示す。An α angle of an allowable deflection angle of a joint portion of a conventional plastic plastic pipe is schematically shown.

図1に示す本考案に係る可塑性プラスチック管構造と図4に示す従来の可塑性プラスチック管構造との最大の相違点は、従来の可塑性プラスチック管の管ジョイント20のリップ部30及び内端径40がいずれも直線状となっているが、本考案に係る可塑性プラスチック管1のジョイントリップ部(開口端部)11は、外端(先端側)が内端(基端側)よりも大きい錐状となっており(図2と合わせて参照)、ブッシュリング嵌入式圧力輸送用ゴム輪2が設けられた箇所を越えた管径部分12の領域において、外端が内端よりも小さい逆錐状となっていることにある。言い換えれば、本考案に係る可塑性プラスチック管1の構造は、先端部の管壁断面が2段階のV形凸状となっており、リップ部11の挿入口は外端が大きく内端が小さい錐状となっており、その管径部分12はゴム輪2が設けられた領域に隣接した領域において外端が小さく内端が大きい逆錐状となっている。   The biggest difference between the plastic plastic pipe structure according to the present invention shown in FIG. 1 and the conventional plastic plastic pipe structure shown in FIG. 4 is that the lip portion 30 and the inner end diameter 40 of the pipe joint 20 of the conventional plastic plastic pipe are different. Although both are linear, the joint lip part (opening end part) 11 of the plastic tube 1 according to the present invention has a conical shape whose outer end (front end side) is larger than the inner end (base end side). (Refer to FIG. 2 together), in the region of the tube diameter portion 12 beyond the location where the bush ring insertion type pressure transport rubber ring 2 is provided, an inverted conical shape whose outer end is smaller than the inner end It is to become. In other words, the structure of the plastic plastic tube 1 according to the present invention has a V-shaped convex shape with a two-step tube wall section at the tip, and the insertion opening of the lip portion 11 has a large outer end and a small inner end. The tube diameter portion 12 has an inverted conical shape with a small outer end and a large inner end in a region adjacent to the region where the rubber ring 2 is provided.

従って、図1に示すように、本考案に係る可塑性プラスチック管1に、従来のゴム輪50がセットされた後、雄管端3の管材と接合して嵌合されると、管接合箇所における撓み許容角度(図5に示すα角を参照)は、従来の可塑性プラスチック管の撓み許容角度よりも3倍〜4倍に増加することが可能となる。   Therefore, as shown in FIG. 1, when the conventional rubber ring 50 is set on the plastic tube 1 according to the present invention and then joined to the tube material of the male tube end 3, The allowable deflection angle (see the α angle shown in FIG. 5) can be increased by 3 to 4 times the allowable deflection angle of the conventional plastic plastic tube.

このため、地形が湾曲である場合、又は地震によって地層が起伏したり湾曲したりする場合にも、本考案に係る可塑性プラスチック管1の管接合箇所は、撓み許容角度が大幅に増加しているため、破損又は水漏れが生じることなく、従来の可塑性プラスチック管が元来有する優れた水密性、耐水圧強度、耐衝撃性を維持することができる。   For this reason, even when the topography is curved, or when the formation is undulated or curved due to an earthquake, the allowable bending angle of the pipe joint portion of the plastic plastic pipe 1 according to the present invention is greatly increased. Therefore, it is possible to maintain the excellent water tightness, water pressure resistance, and impact resistance inherent in the conventional plastic plastic tube without causing breakage or water leakage.

図2は、本考案に係る可塑性プラスチック管1とブッシュリング嵌入式圧力輸送用ゴム輪2との組み立て構造を模式的に示す。上述したように、嵌合された雄管端3を本考案に係る可塑性プラスチック管1内に嵌合させようとする場合、可塑性プラスチック管1のジョイントリップ部11が錐状となっており、即ち、外端が大きく内端が小さい形状に形成され、また、ブッシュリング嵌入式圧力輸送用ゴム輪2が設けられた箇所を越えた管径部分12が逆錐状となっており、即ち、外端の径が小さく内端の径が大きい形状に形成されるため、管接合箇所の撓み許容角度(図5に示すα角を参照)は、従来の可塑性プラスチック管の撓み許容角度よりも3倍〜4倍に増加することができる。ここで、ブッシュリング嵌入式圧力輸送用ゴム輪2の形状は、その外周縁が斜面4を有し、大円弧サークル6に接して構成されるが、大円弧サークル6の右上角に切り角8が形成され、その内周縁の先端に斜面4と接する小円弧サークル5が形成され、後端が大円弧サークル6によって囲まれて形成された円弧曲線であり、小円弧サークル5及び大円弧サークル6の円弧曲線は、硬質プラスチックブッシュリング7が嵌合して位置決めされるように、中段領域において凹み中段部14が形成される。   FIG. 2 schematically shows an assembly structure of the plastic plastic tube 1 and the bush ring insertion type pressure transport rubber ring 2 according to the present invention. As described above, when the fitted male pipe end 3 is to be fitted into the plastic plastic pipe 1 according to the present invention, the joint lip portion 11 of the plastic plastic pipe 1 has a conical shape. The outer diameter is large and the inner diameter is small, and the tube diameter portion 12 beyond the portion where the bush ring-inserting type pressure transport rubber ring 2 is provided has an inverted conical shape. Since the end diameter is small and the inner end diameter is large, the allowable bending angle of the pipe joint (see α angle shown in FIG. 5) is 3 times the allowable bending angle of the conventional plastic plastic tube. It can be increased up to 4 times. Here, the shape of the rubber ring 2 for pressure transportation of the bush ring insertion type is configured such that the outer peripheral edge thereof has a slope 4 and is in contact with the large arc circle 6. Are formed, and a small arc circle 5 in contact with the inclined surface 4 is formed at the front end of the inner peripheral edge, and the rear end is an arc curve formed by being surrounded by the large arc circle 6, and the small arc circle 5 and the large arc circle 6 are formed. In the arc curve, a concave middle step portion 14 is formed in the middle region so that the hard plastic bushing 7 is fitted and positioned.

このように組み立てられた後、可塑性プラスチック管1のジョイントリップ部11が錐状となっているため、ジョイントリップ部11と雄管端3との間には間隔10が形成される。ブッシュリング嵌入式圧力輸送用ゴム輪2と可塑性プラスチック管1とが組み立てられた後、その上に構成された切り角8と可塑性プラスチック管1との間にも間隔が形成される。このように、ブッシュリング嵌入式圧力輸送用ゴム輪2の凹み中段部14と雄管端3との間にも間隔9が形成される。ブッシュリング嵌入式圧力輸送用ゴム輪2が設けられた箇所を越えた管径部分12も逆錐状となっているため、雄管端3との間にも間隔13が形成される。   After being assembled in this manner, the joint lip portion 11 of the plastic plastic tube 1 has a conical shape, so that a gap 10 is formed between the joint lip portion 11 and the male tube end 3. After the rubber ring 2 for pressure transport with the bush ring insertion type and the plastic plastic tube 1 are assembled, a gap is also formed between the cutting angle 8 formed on the rubber ring 2 and the plastic plastic tube 1. Thus, the gap 9 is also formed between the recessed middle step portion 14 of the bush ring insertion type pressure transport rubber ring 2 and the male pipe end 3. Since the tube diameter portion 12 beyond the portion where the bush ring insertion type pressure transport rubber ring 2 is provided also has an inverted conical shape, a gap 13 is also formed between the male tube end 3.

雄管端3の管材が可塑性プラスチック管1内に嵌合されると、ブッシュリング嵌入式圧力輸送用ゴム輪2の小円弧サークル5と大円弧サークル6との2つの箇所による緊密な接触が必要となるため、二層密着の効果を奏することができる。ブッシュリング嵌入式圧力輸送用ゴム輪2の小円弧サークル5と大円弧サークル6とが緊密に接触することによって押圧され変形してしまう体積は、ブッシュリング嵌入式圧力輸送用ゴム輪2によって構成された切り角8の間隔や、ブッシュリング嵌入式圧力輸送用ゴム輪2における凹み中段部14と雄管端3との間に形成される間隔9に、押圧して充填されることが可能であるため、ブッシュリング嵌入式圧力輸送用ゴム輪2の嵌合密着の緊密性をさらに向上することができる。   When the pipe material of the male pipe end 3 is fitted into the plastic plastic pipe 1, close contact is required by the two places of the small arc circle 5 and the large arc circle 6 of the rubber ring 2 for pressure transport that is fitted into the bush ring. Therefore, the effect of two-layer adhesion can be achieved. The volume that is pressed and deformed by the close contact between the small arc circle 5 and the large arc circle 6 of the bush ring insertion type pressure transport rubber ring 2 is constituted by the bush ring insertion type pressure transport rubber ring 2. It is possible to press and fill the interval of the cut angle 8 and the interval 9 formed between the recessed middle step portion 14 and the male tube end 3 in the bush ring insertion type pressure transport rubber ring 2. Therefore, it is possible to further improve the tightness of the fitting close contact of the bush ring insertion type pressure transport rubber ring 2.

また、図2に示すように、ブッシュリング嵌入式圧力輸送用ゴム輪2における凹み中段部14は、嵌合位置決めされるための硬質プラスチックブッシュリング7が設けられているため、ブッシュリング嵌入式圧力輸送用ゴム輪2の剛性及び強度を向上し、管の接合が完成され実際に使用されると、印加された水圧によってブッシュリング嵌入式圧力輸送用ゴム輪2が移動することはなく、本考案に係る可塑性プラスチック管の水密性、耐水圧強度、耐衝撃性をさらに向上することを達成することができ、可塑性プラスチック管の緊密性の調整効果を図ることもできる。   Further, as shown in FIG. 2, since the hollow middle step portion 14 in the bush ring insertion type pressure transport rubber ring 2 is provided with a hard plastic bush ring 7 for fitting and positioning, the bush ring insertion type pressure is provided. When the rigidity and strength of the transport rubber ring 2 are improved and the joining of the pipes is completed and actually used, the bush ring insertion type pressure transport rubber ring 2 is not moved by the applied water pressure, and the present invention is devised. It is possible to further improve the water tightness, water pressure strength, and impact resistance of the plastic tube according to the present invention, and it is possible to achieve the effect of adjusting the tightness of the plastic tube.

なお、本考案に係るブッシュリング嵌入式圧力輸送用ゴム輪2における凹み中段部14の内に嵌合された硬質プラスチックブッシュリング7の断面は、図3Aに示すように、U形の形状でもよく、図3Bに示すように、半円形の形状でもよく、図3Cに示すように、円形の形状でもよく、図3Dに示すように、矩形の形状でもよく、図3Eに示すように、正方形の形状でもよく、図3Fに示すように、台形の形状でもよく、さらには、その他の形状であってもよいため、ブッシュリング嵌入式圧力輸送用ゴム輪2の剛性及び強度を向上する効果を奏することができ、さらに本考案に係る可塑性プラスチック管の水密性、耐水圧強度、耐衝撃性のさらなる向上を図ることができる。   The cross section of the hard plastic bush ring 7 fitted in the middle recess 14 in the bush ring insertion type pressure transport rubber ring 2 according to the present invention may be U-shaped as shown in FIG. 3A. As shown in FIG. 3B, it may have a semicircular shape, may have a circular shape as shown in FIG. 3C, may have a rectangular shape as shown in FIG. 3D, and has a square shape as shown in FIG. 3E. As shown in FIG. 3F, it may have a trapezoidal shape, or may have other shapes, and thus has an effect of improving the rigidity and strength of the bush ring-inserted pressure transport rubber ring 2. In addition, the watertightness, water pressure resistance, and impact resistance of the plastic tube according to the present invention can be further improved.

上述のように、本考案は下記のメリットを有する。
(1)可塑性プラスチック管が錐状のリップ部を有するため、可塑性に優れ、それ故、地形が湾曲である場合、又は地震によって地層が起伏したり湾曲したりする場合にも、依然として良好な水密性、耐水圧強度、耐衝撃性を維持することができる。
(2)本考案に係る可塑性プラスチック管構造は、その嵌合工事が簡単で迅速にできる。
(3)本考案に係る可塑性プラスチック管構造は、熱伸縮による管の長さの変化を吸収することができる。
(4)本考案に係る可塑性プラスチック管は、管内の水圧が高すぎても、ブッシュリング嵌入式圧力輸送用ゴム輪構造の離脱による水漏れが生じることはない。
(5)本考案に係るブッシュリング嵌入式圧力輸送用ゴム輪構造に硬質プラスチックブッシュリングが嵌合されているため、ブッシュリング嵌入式圧力輸送用ゴム輪の剛性及び強度が向上でき、可塑性プラスチック管に合わせて組み立てられると、相乗効果を図ることができ、水密性、耐水圧強度、耐衝撃性に優れる構造を得ることができる。
As described above, the present invention has the following merits.
(1) Since the plastic plastic tube has a cone-shaped lip portion, it is excellent in plasticity. Therefore, even when the terrain is curved, or when the formation is undulated or curved due to an earthquake, it still has good water tightness. , Water pressure strength and impact resistance can be maintained.
(2) The plastic plastic pipe structure according to the present invention can be easily and quickly fitted.
(3) The plastic plastic tube structure according to the present invention can absorb changes in the tube length due to thermal expansion and contraction.
(4) The plastic plastic pipe according to the present invention does not cause water leakage due to the release of the rubber ring structure for inserting a pressure ring into the bush ring even if the water pressure in the pipe is too high.
(5) Since the rigid plastic bush ring is fitted to the bush ring insertion type pressure transport rubber ring structure according to the present invention, the rigidity and strength of the bush ring insertion type pressure transport rubber ring can be improved, and the plastic plastic tube When assembled according to the above, a synergistic effect can be achieved, and a structure excellent in water tightness, water pressure resistance, and impact resistance can be obtained.

上述のように、本考案に係る可塑性プラスチック管及びブッシュリング嵌入式圧力輸送用ゴム輪構造によれば、産業上の利用可能性、新規性及び進歩性等の特許要件を有することが明らかである。   As described above, it is clear that the plastic plastic pipe and the bush ring insertion type pressure transport rubber ring structure according to the present invention have patent requirements such as industrial applicability, novelty and inventive step. .

1 可塑性プラスチック管
2 ブッシュリング嵌入式圧力輸送用ゴム輪
3 雄管端
4 斜面
5 小円弧サークル
6 大円弧サークル
7 硬質プラスチックブッシュリング
8 切り角
9 間隔
10 間隔
11 ジョイントリップ部
12 管径部分
13 間隔
14 凹み中段部
20 従来の可塑性プラスチック管の管ジョイント
30 従来の可塑性プラスチック管の管ジョイントのリップ部
40 内端径
50 従来のゴム輪
DESCRIPTION OF SYMBOLS 1 Plastic plastic pipe 2 Bush ring insertion type pressure transportation rubber ring 3 Male pipe end 4 Slope 5 Small arc circle 6 Large arc circle 7 Hard plastic bush ring 8 Cutting angle 9 Spacing 10 Spacing 11 Joint lip part 12 Diameter part 13 Spacing 14 Indented middle step 20 Pipe joint 30 of a conventional plastic plastic pipe 30 Lip portion 40 of a pipe joint of a conventional plastic plastic pipe Inner end diameter 50 Conventional rubber ring

Claims (1)

先端部の管壁断面は、2段階のV形凸状に形成され、
リップ部の挿入口は、外端が大きく内端が小さい錐状に形成され、
管径部分は、ゴム輪が設けられた領域に隣接した領域において外端が小さく内端が大きい逆錐状に形成され、
嵌合される撓み角度及び嵌合の簡易性が向上できるとともに水密性、耐水圧強度、耐衝撃性に優れるべく、可塑性プラスチック管が互いに嵌合するように構成されることを特徴とする可塑性プラスチック管構造。
The tube wall cross section at the tip is formed into a two-stage V-shaped convex shape,
The insertion port of the lip is formed in a cone shape with a large outer end and a small inner end,
The tube diameter portion is formed in an inverted conical shape having a small outer end and a large inner end in a region adjacent to the region where the rubber ring is provided,
Plastic plastic characterized in that plastic plastic pipes are configured to be fitted to each other in order to improve the bending angle and the ease of fitting, and to be excellent in water tightness, water pressure strength, and impact resistance Tube structure.
JP2012005436U 2012-09-05 2012-09-05 Plastic plastic tube structure Expired - Lifetime JP3179755U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015174548A (en) * 2014-03-14 2015-10-05 株式会社豊田中央研究所 frame structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015174548A (en) * 2014-03-14 2015-10-05 株式会社豊田中央研究所 frame structure

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