JP2015531046A - One-touch three-stage fastening device for joint pipe for pressure pipe connection and pressure pipe construction method using the same - Google Patents

One-touch three-stage fastening device for joint pipe for pressure pipe connection and pressure pipe construction method using the same Download PDF

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JP2015531046A
JP2015531046A JP2015528379A JP2015528379A JP2015531046A JP 2015531046 A JP2015531046 A JP 2015531046A JP 2015528379 A JP2015528379 A JP 2015528379A JP 2015528379 A JP2015528379 A JP 2015528379A JP 2015531046 A JP2015531046 A JP 2015531046A
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pressure
pipe
pressure pipe
elastic protrusion
fastener
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JP6005862B2 (en
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ソックン カン
ソックン カン
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    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L21/00Joints with sleeve or socket
    • F16L21/08Joints with sleeve or socket with additional locking means
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L37/00Couplings of the quick-acting type
    • F16L37/08Couplings of the quick-acting type in which the connection between abutting or axially overlapping ends is maintained by locking members
    • F16L37/084Couplings of the quick-acting type in which the connection between abutting or axially overlapping ends is maintained by locking members combined with automatic locking
    • F16L37/091Couplings of the quick-acting type in which the connection between abutting or axially overlapping ends is maintained by locking members combined with automatic locking by means of a ring provided with teeth or fingers
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L21/00Joints with sleeve or socket
    • F16L21/06Joints with sleeve or socket with a divided sleeve or ring clamping around the pipe-ends
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L37/00Couplings of the quick-acting type
    • F16L37/08Couplings of the quick-acting type in which the connection between abutting or axially overlapping ends is maintained by locking members
    • F16L37/12Couplings of the quick-acting type in which the connection between abutting or axially overlapping ends is maintained by locking members using hooks, pawls or other movable or insertable locking members

Abstract

本発明は圧力管連結用継手管のワンタッチ3段締結装置およびこれを利用した圧力管の施工方法に関し、特に、圧力管挿入・密着部Aとブッシング挿入・密着部Dに形成された‘固定構造’と、締結具20による‘2重の摩擦抵抗構造’と、そして水密ゴムパッキングによる‘水密構造’からなる有機的締結構造を、圧力管連結用継手管の内部に形成することによって、圧力管をひたすら圧力管連結用継手管に押込む一つの動作だけで継手・固定が完了するワンタッチ方式の締結構造を持つようにすることにその特徴がある。ワンタッチ方式であるので継手・連結作業が容易で連結作業が効率的であるだけでなく、工期が短縮することは当然のことであり、また、圧力管挿入装備によるワンタッチ方式の継手・固定が可能な構造であるため、作業者が直接継手作業をする必要がないので別途の作業掘削空間が必要でなく、掘削作業が効率的かつ経済的である有用な発明である。The present invention relates to a one-touch three-stage fastening device for a joint pipe for pressure pipe connection and a method of constructing a pressure pipe using the same, and in particular, a 'fixing structure formed in a pressure pipe insertion / contact part A and a bushing insertion / contact part D By forming an organic fastening structure composed of “a double frictional resistance structure” by the fastener 20 and a “watertight structure” by watertight rubber packing inside the joint pipe for pressure pipe connection, This is characterized by having a one-touch type fastening structure in which the joint and the fixing are completed by only one operation of pushing into the joint pipe for pressure pipe connection. Not only is the one-touch system easy to connect and connect, the connection work is efficient, but it is natural that the construction period can be shortened. Therefore, since the operator does not need to perform joint work directly, a separate work excavation space is not required, and the excavation work is efficient and economical.

Description

本発明は、圧力管連結用継手管のワンタッチ3段締結装置およびこれを利用した圧力管の施工方法に関し、特に、圧力管挿入・密着部Aとブッシング挿入・密着部Dに形成された‘固定構造’と、締結具20による‘2重の摩擦抵抗構造’と、そして水密ゴムパッキングによる‘水密構造’からなる有機的な締結構造を、圧力管連結用継手管の内部に形成することによって圧力管をひたすら圧力管連結用継手管に押込む一つの動作だけで継手・固定が完了するワンタッチ方式の締結構造を持つようにすることにその特徴がある。   The present invention relates to a one-touch three-stage fastening device for a joint pipe for connecting a pressure pipe and a method of constructing a pressure pipe using the same, and in particular, a 'fixation formed on a pressure pipe insertion / contact portion A and a bushing insertion / contact portion D. By forming an organic fastening structure consisting of a “structure”, a “double frictional resistance structure” by the fastener 20 and a “watertight structure” by watertight rubber packing in the joint pipe for pressure pipe connection, It is characterized by having a one-touch type fastening structure in which the fitting and fixing are completed by only one operation of pushing the pipe into the pressure pipe coupling joint pipe.

ワンタッチ方式であるため、継手・連結作業が容易であって連結作業が効率的であるだけでなく、工期が短縮することは当然のことであり、また、圧力管挿入装備によるワンタッチ方式の継手・固定が可能な構造であるので作業者が直接継手作業をする必要がないため、別途の作業掘削空間を必要とせず、掘削作業が効率的かつ経済的である有用な発明である。   Because it is a one-touch type, not only is the joint / connection work easy and the connection work efficient, but it is natural that the construction period can be shortened. Since it is a structure that can be fixed, it is not necessary for the operator to perform joint work directly, so a separate work excavation space is not required, and the excavation work is efficient and economical.

上水道管、送油管、ガス管のように流体が満管となり圧力差によって流れる管を圧力管という。圧力管の流体流れは圧力管両端の圧力差によって流れる。水や油またはガスのような流体は上水道管や送油管を通して数十数百kmに移送される。圧力管の長さは製作および運搬の便宜のために一定の単位長さで製作される。単位長さ当りの圧力管が設けられる。このとき、単位の長さを継手する連結管を通常、“継手管”という(図1a参照)。“継手管”はその形態が多様である。つまり、一字形、L字形、T字形、十字形などの多様な形状である。   A pipe such as a water supply pipe, an oil feed pipe, or a gas pipe that is filled with fluid and flows due to a pressure difference is called a pressure pipe. The fluid flow in the pressure pipe flows due to the pressure difference between the pressure pipe ends. A fluid such as water, oil or gas is transferred to several tens of hundreds of kilometers through a water supply pipe or an oil feeding pipe. The length of the pressure tube is manufactured in a certain unit length for convenience of manufacture and transportation. A pressure tube per unit length is provided. At this time, the connecting pipe that joins the unit lengths is usually referred to as a “joint pipe” (see FIG. 1a). “Joint pipes” have various forms. That is, there are various shapes such as a single shape, an L shape, a T shape, and a cross shape.

圧力管の直径またその大きさも多様である。通常、その直径が15mmから3mまでに至る。圧力管は製作される材質により大きく合成樹脂管と、さらに鉄管および非鉄金属管から分かれる。圧力管の圧力の強さも多様である。上水道の場合、通常水圧が10〜30kg/cmに至る。特に、“継手管”と圧力管が連結される接続部位は強い流体圧力に耐える構造でなければならない。圧力管には高圧が作用するため、針の穴ほどの隙ができても漏水(または漏気)の程度が深刻になる。人体に有害な引火性物質の場合、その被害は推し量ることができないものとなる。このような被害を減らすための従来の補強技術、つまり、“継手管”と圧力管が連結される接続部位を補強した従来の補強構造は次の通りである。 The diameter and size of the pressure tube are also diverse. Usually, its diameter ranges from 15 mm to 3 m. The pressure pipe is largely divided into a synthetic resin pipe, a ferrous pipe and a non-ferrous metal pipe depending on the material to be manufactured. The pressure intensity of the pressure tube is also diverse. In the case of waterworks, the water pressure usually reaches 10 to 30 kg / cm 2 . In particular, the connection site where the “joint pipe” and the pressure pipe are connected must be structured to withstand strong fluid pressure. Since the high pressure acts on the pressure tube, the degree of water leakage (or air leakage) becomes serious even if there is a gap as large as the needle hole. In the case of flammable substances that are harmful to the human body, the damage cannot be estimated. A conventional reinforcing technique for reducing such damage, that is, a conventional reinforcing structure that reinforces a connection portion where a “joint pipe” and a pressure pipe are connected is as follows.

まず、韓国登録実用新案第20−0283812号(以下、‘従来技術1’という。)の補強構造について説明する。   First, the reinforcing structure of Korean registered utility model No. 20-0283812 (hereinafter referred to as “prior art 1”) will be described.

図1aおよび図1bに示された‘従来技術1’の継手管100はパイプ300が結合する各端部が外側に突出し、内径面はパイプ300が挿入されるように折曲端が形成される。前記折曲端は継手管100の内径から外側に直角に内側折曲端105と外側折曲端106が形成される。内側折曲端105にはパイプ300の一側端部が挿入され、外側折曲端106には加圧突起110が円形をなしながら連続的に形成されている。継手管連結器具200は大きくシーリング材210とクリップ220とキャップ230とで構成される。シーリング材210はゴム材質として水密を目的とする部材である。加圧突起110に対応して密閉溝215がシーリング材210の一側面に形成されている。リング形状のシーリング材210の内径面にパイプの外径面が挿入される。シーリング材210の内面とパイプ300の外面とが互いに密着して水密性が増大する。シーリング材210の内面とパイプ300の外面とが互いに密着した状態でシーリング材210と密接にクリップ220が接面されて設置されている。このとき、クリップ220の内径面に形成されたのこぎり形状の滑り防止手段225とパイプ300が互いに接面された状態である。   1a and 1b, the joint tube 100 of the 'prior art 1' has each end portion to which the pipe 300 is coupled protrudes outward, and the inner diameter surface is formed with a bent end so that the pipe 300 can be inserted. . The bent end is formed with an inner bent end 105 and an outer bent end 106 at a right angle outward from the inner diameter of the joint pipe 100. One end of the pipe 300 is inserted into the inner bent end 105, and a pressure projection 110 is continuously formed in the outer bent end 106 while forming a circle. The joint pipe connecting device 200 is mainly composed of a sealing material 210, a clip 220, and a cap 230. The sealing material 210 is a member intended for watertightness as a rubber material. A sealing groove 215 is formed on one side surface of the sealing material 210 corresponding to the pressure protrusion 110. The outer diameter surface of the pipe is inserted into the inner diameter surface of the ring-shaped sealing material 210. The inner surface of the sealing material 210 and the outer surface of the pipe 300 are in close contact with each other, thereby increasing water tightness. The clip 220 is installed in close contact with the sealing material 210 while the inner surface of the sealing material 210 and the outer surface of the pipe 300 are in close contact with each other. At this time, the saw-shaped slip preventing means 225 formed on the inner diameter surface of the clip 220 and the pipe 300 are in contact with each other.

キャップ230は、シーリング材210とクリップ220を囲みながら最終的に継手管100とパイプ300を結束する手段である。図1cに示すように半円形状に分離されたキャップ230は、ボルト226と締結ホール227によって締結される。このように‘従来技術1'はシーリング材210とクリップ220と、そしてキャップ230の相互作用によって水密性を有する継手管100とパイプ300の連結作業がなされる。しかし、その連結作業は継手管100の外部で全てが行われる構造である。つまり、シーリング材210とクリップ220の設置作業が外部で行われ、半円形状のキャップ230によってシーリング材210とクリップ220を囲んだ状態で継手管100とパイプ300を固定する作業も外部で行われるだけでなく、締結ホール227とボルト226によって半円形状のキャップ230の締結も継手管100の外部で行われることになる。   The cap 230 is a means for finally binding the joint pipe 100 and the pipe 300 while enclosing the sealing material 210 and the clip 220. As shown in FIG. 1 c, the cap 230 separated into a semicircular shape is fastened by a bolt 226 and a fastening hole 227. As described above, in the “prior art 1”, the joint pipe 100 and the pipe 300 having water tightness are connected by the interaction of the sealing material 210, the clip 220, and the cap 230. However, the connecting operation is a structure in which everything is performed outside the joint pipe 100. That is, the installation work of the sealing material 210 and the clip 220 is performed outside, and the work of fixing the joint pipe 100 and the pipe 300 in a state where the sealing material 210 and the clip 220 are surrounded by the semicircular cap 230 is also performed outside. In addition, the semicircular cap 230 is also fastened outside the joint pipe 100 by the fastening hole 227 and the bolt 226.

言い換えれば、連結作業が継手管100の外部で行われる構造は、パイプ300がシーリング材210とクリップ220の中央部を貫いて継手管100に挿入された以降にも後続作業として半円形状のキャップ230の締結作業が残ることになる。このような後続作業は構造が簡単でないため連結作業の工期を遅延させて連結作業が非効率的かつ非経済的であるという問題点があるだけでなく、締結作業が継手管100の外部で行われるので掘削空間に加えて別途の外部作業空間を必要とするという問題点がある。   In other words, the structure in which the connection work is performed outside the joint pipe 100 is a semicircular cap as a subsequent work after the pipe 300 is inserted into the joint pipe 100 through the sealing material 210 and the center of the clip 220. 230 fastening work remains. Such a subsequent operation is not simple in structure and thus delays the construction period of the connection work, which causes the problem that the connection work is inefficient and uneconomical, and the fastening work is performed outside the joint pipe 100. Therefore, there is a problem that a separate external work space is required in addition to the excavation space.

それだけでなく、パイプ300が継手管100に挿入されたとしてもパイプ300が継手管100に直接固定する方式ではないので、また他の後続作業が伴わなければ固定できない2タッチ(two touch)固定方式であるため、連結作業が一回だけでは済まないので、作業が容易でないという問題があった。   In addition, since the pipe 300 is not directly fixed to the joint pipe 100 even if the pipe 300 is inserted into the joint pipe 100, the two-touch fixing system cannot be fixed without other subsequent operations. Therefore, there is a problem that the connection work is not easy, because the connection work is not completed once.

次に、韓国登録特許第10−1166228号(以下、‘従来技術2'という)の補強構造について説明する。   Next, a reinforcing structure of Korean Patent No. 10-1166228 (hereinafter referred to as “prior art 2”) will be described.

‘従来技術2'における継手管の連結部20にゴムパッキング30と固定キャップ40とを設置する。この状態で排水管10は継手管の連結部20に引入される。排水管10が引入されたときはゴムパッキング30と固定キャップ40の中央部をすでに排水管10が貫通した状態である(図2a、図2b、図2c参照)。排水管10が連結部20に引入されたとしても排水管10が連結部20に直接固定されるのではない。固定のためにその後続作業が必ず必要である。固定作業が継手管の外部で行われる外部構造であるためである。固定作業が継手管の外部で行われる‘従来技術2'の外部構造の問題点は、外部構造が有する根本的な問題点である2タッチ(two touch)固定方式であるため、‘従来技術1'で明らかにした問題点と同じである。   The rubber packing 30 and the fixing cap 40 are installed at the joint 20 of the joint pipe in the “prior art 2”. In this state, the drain pipe 10 is drawn into the joint 20 of the joint pipe. When the drain pipe 10 is retracted, the drain pipe 10 has already passed through the central portions of the rubber packing 30 and the fixed cap 40 (see FIGS. 2a, 2b, and 2c). Even if the drain pipe 10 is drawn into the connecting portion 20, the drain pipe 10 is not directly fixed to the connecting portion 20. Subsequent work is absolutely necessary for fixing. This is because the fixing work is an external structure performed outside the joint pipe. The problem of the external structure of the “prior art 2” in which the fixing work is performed outside the joint pipe is the two-touch fixing method that is a fundamental problem of the external structure. It is the same as the problem revealed in '.

一方、圧力管の圧力がとても強い場合、継手管と排水管10の間に補強が必要である。‘従来技術1'および‘従来技術2'のように外部構造方式の場合、継手管と排水管10の間に補強がさらに必要である。一例として、韓国登録特許第10−0775411号(以下、‘従来技術3'という)が提案されている。   On the other hand, when the pressure of the pressure pipe is very strong, reinforcement is required between the joint pipe and the drain pipe 10. In the case of the external structure method as in “Prior Art 1” and “Prior Art 2”, further reinforcement is required between the joint pipe and the drain pipe 10. As an example, Korean Registered Patent No. 10-0775411 (hereinafter referred to as “Prior Art 3”) has been proposed.

図3aに示すように、カップリング翼支持部材26が形成された移送配管10と移送配管10とを互いに向かい合わせて両方の移送配管10をカップリング構造30と、そしてカップリング翼支持部材26の締結孔261に挿入・固定された締結部材40によって堅固に固定する形態である。言い換えれば、カップリング構造30だけで両方の移送配管10の圧力に抵抗・支持するのが通常であるが、移送配管10の圧力が高圧に増大した場合、カップリング構造30だけで支持するのは不足である。これを補強するため、両方の移送配管10にカップリング翼支持部材26を一体に形成し、これを再び締結部材40によって支持するようにすることによって不足した支持力を補強するようにしたのである。   As shown in FIG. 3 a, the transfer pipe 10 and the transfer pipe 10 formed with the coupling blade support member 26 face each other so that both the transfer pipes 10 are connected to the coupling structure 30 and the coupling blade support member 26. In this configuration, the fastening member 40 inserted and fixed in the fastening hole 261 is firmly fixed. In other words, it is normal that the coupling structure 30 alone supports and supports the pressure of both transfer pipes 10, but when the pressure of the transfer pipe 10 increases to a high pressure, only the coupling structure 30 supports it. There is a shortage. In order to reinforce this, the coupling blade supporting member 26 is integrally formed on both the transfer pipes 10 and is again supported by the fastening member 40 to reinforce the insufficient supporting force. .

移送配管10に高圧がかかる場合、‘従来技術3'のように補強するのが望ましいとしても、移送配管10の固定に対する補強は外部構造によるものである。補強が外部構造によるものであれば上述のようにワンタッチ(one touch)固定方式ではないので、外部構造が有する根本的な問題と同じ問題点を持つことになる。“継手管”がL字形やT字形のように曲線の場合、一字形に比べて“継手管”にさらに強い高圧がかかることになる。“継手管”に強い高圧がかかることになれば“継手管”と排水管が組み立てられた組立部にそのまま高圧がかかることになる。このとき、“継手管”に排水管の固定が外部構造による場合、排水管は“継手管”から離脱するのがさらに容易である。外部構造は“継手管”に対する排水管の固定が単にボルトによる締結・固定構造であるためである。   When high pressure is applied to the transfer pipe 10, the reinforcement to the fixing of the transfer pipe 10 is due to the external structure, even though it is desirable to reinforce it as in “Prior Art 3”. If the reinforcement is based on the external structure, it is not a one-touch fixing method as described above, and thus has the same problem as the fundamental problem of the external structure. When the “joint pipe” has a curved shape such as an L shape or a T shape, a higher pressure is applied to the “joint pipe” than in the single letter shape. If a strong high pressure is applied to the “joint pipe”, the high pressure is applied to the assembly part where the “joint pipe” and the drain pipe are assembled. At this time, when the drain pipe is fixed to the “joint pipe” by an external structure, the drain pipe is more easily detached from the “joint pipe”. This is because the external structure is simply a fastening / fixing structure using bolts for fixing the drain pipe to the “joint pipe”.

特に、圧力管に水(流体)を最初に通水する場合、通常の水(流体)の流れからくる圧力に加えて、いきなり通水する瞬間の水(流体)の衝撃が“継手管”に加わることになる。水(流体)の衝撃エネルギーが加わりながら”継手管”にかかる圧力が最大となる。加わった水(流体)の衝撃エネルギーによって排水管が“継手管”から離脱する恐れがあるだけでなく漏水の問題も発生することになる。   In particular, when water (fluid) is first passed through the pressure pipe, the impact of water (fluid) at the moment when water suddenly passes in addition to the pressure from the normal water (fluid) flow is applied to the “joint pipe”. Will join. The pressure applied to the “joint pipe” is maximized while the impact energy of water (fluid) is applied. The impact energy of the added water (fluid) may not only cause the drain pipe to be detached from the “joint pipe” but also cause a problem of water leakage.

また、従来技術の締結固定が外部構造によって行われることによって締結構造が複雑で、部品数(ボルト、ナット、フランジクランプ、溶接など)が多くて配管継手作業の工事期間が長くなるという問題点がある。   In addition, the fastening structure of the prior art is performed by an external structure, so that the fastening structure is complicated, and the number of parts (bolts, nuts, flange clamps, welding, etc.) is large, and the construction period of the pipe joint work becomes long. is there.

従来技術の締結固定が外部構造によることによって作業者がいちいち継手・固定作業をしなければならないので、別途の作業空間がさらに必要となり掘削空間として上水道管の直径よりさらに広く掘削しなければならない。それだけでなく、作業者が作業空間に入って継手・固定作業をしなければならないので、土砂崩壊による産業災害が頻繁に発生することになる。   Since the fastening and fixing according to the prior art is based on the external structure, the operator must perform joint and fixing work one by one. Therefore, a separate work space is required and the excavation space must be excavated wider than the diameter of the water supply pipe. Not only that, but workers have to enter the work space to perform joints and fixing work, so industrial disasters frequently occur due to landslides.

(a)本発明は圧力管挿入・密着部Aとブッシング挿入・密着部Dに形成された‘固定構造'と、締結具20による‘2重の摩擦抵抗構造'と、そして水密ゴムパッキングによる‘水密構造’からなる有機的締結構造を、圧力管連結用継手管の内部に形成することによって圧力管をひたすら圧力管連結用継手管に押込む一つの動作だけで継手・固定が完了するワンタッチ方式の締結構造となるようにすることがその目的であり、   (A) In the present invention, the “fixed structure” formed in the pressure tube insertion / contact portion A and the bushing insertion / contact portion D, the “double frictional resistance structure” by the fastener 20, and the watertight rubber packing By forming an organic fastening structure consisting of a 'watertight structure' inside the joint pipe for pressure pipe connection, the fitting and fixing can be completed by only one operation of pushing the pressure pipe into the joint pipe for pressure pipe connection. The purpose is to be a fastening structure of

(b)ワンタッチ方式の締結構造は、外部に設置されている従来技術とは異なり、圧力管連結用継手管の内部に設けられた構造であって、且つ、その構造が簡単であり内・外側の弾性突出部によって圧力管との締結固定が堅固して漏水が発生しないと同時に、圧力管挿入装備によってワンタッチ方式の継手・固定が可能になることによって作業者が直接継手作業をする必要がないので、別途の作業掘削空間を必要とせず掘削作業が効率的で経済的であることが他の目的であり、   (B) The one-touch type fastening structure is a structure provided inside the joint pipe for pressure pipe connection, which is different from the conventional technology installed outside, and the structure is simple and the inside / outside. The elastic projecting part of the tube firmly tightens and secures the pressure tube and does not cause water leakage. At the same time, the pressure tube insertion equipment enables one-touch coupling and fixing, eliminating the need for the operator to perform direct coupling work. Therefore, another purpose is that the drilling work is efficient and economical without requiring a separate work drilling space,

(c)締結構造の継手・固定がワンタッチ方式によって容易に行われることによって、圧力管の継手・連結作業が効率的であるので工期を減らすことがさらなる他の目的である。   (C) It is still another object to reduce the work period since the joint / fixing of the fastening structure is easily performed by the one-touch method, so that the joint / connection of the pressure pipe is efficient.

本発明の圧力管連結用継手管のワンタッチ3段締結装置の構成について説明する。   The structure of the one-touch three-stage fastening device for the pressure pipe coupling joint pipe of the present invention will be described.

圧力管が挿入・連結される挿入部を有する一字型、L型、T型などの圧力管継手管において圧力管50が挿入される圧力管連結用継手管Jの挿入部Sは、圧力管挿入・密着部Aを起点として順次締結具挿入・密着部B、水密ゴムパッキング挿入・密着部C、ブッシング挿入・密着部Dからなり、挿入部Sの直径は圧力管挿入・密着部Aを起点として外部に向かって徐々に大きくなる形状に形成される一方、締結具挿入・密着部Bに挿入される締結具20と、水密ゴムパッキング挿入・密着部Cに挿入される水密ゴムパッキング30と、そしてブッシング挿入・密着部Dに挿入されるブッシング40によって締結装置10が形成されており、締結具20には内側弾性突出部22aと外側弾性突出部22bがそれぞれ一定の間隔で列をなしながら複数個形成されており、前記内側弾性突出部22aの位置に対応する前記圧力管50には内側弾性突出部22aと同じ方向の傾斜角を有する係止溝52が、そして外側弾性突出部22bの位置に対応する前記締結具挿入・密着部Bには外側弾性突出部22bと同じ方向の傾斜角を有する係止溝B2がそれぞれ形成されており、圧力管50の係止溝52は圧力管50の挿入時に妨害にならない形状を持ちながら流体圧の作用時に圧力管50の離脱を抵抗する形状であり、締結具挿入・密着部Bの係止溝B2は締結具挿入・密着部Bに締結具20の挿入時に妨害にならない形状を持ちながら流体圧の作用時には圧力管連結用継手管Jの離脱を抵抗する形状であり、圧力管50の係止溝52と締結具挿入・密着部Bの係止溝B2に内側弾性突出部22aと外側弾性突出部22bがそれぞれ挿入されて形成された2重の摩擦抵抗構造によって圧力管50の離脱を抵抗するように構成されることを特徴とする圧力管連結用継手管のワンタッチ3締結装置である。   The insertion part S of the joint pipe J for connecting the pressure pipe into which the pressure pipe 50 is inserted in the pressure pipe joint pipe of the one-letter type, L type, T type or the like having an insertion part into which the pressure pipe is inserted / connected is a pressure pipe. The insertion / contact portion A is the starting point, and the fastener insertion / contact portion B, watertight rubber packing insertion / contact portion C, bushing insertion / contact portion D, and the diameter of the insertion portion S starts from the pressure tube insertion / contact portion A. A fastener 20 inserted into the fastener insertion / contact portion B, a watertight rubber packing 30 inserted into the watertight rubber packing insertion / contact portion C, The fastening device 10 is formed by the bushing 40 inserted into the bushing insertion / contact portion D, and the inner elastic protruding portion 22a and the outer elastic protruding portion 22b are arranged on the fastener 20 at regular intervals. The pressure tube 50 corresponding to the position of the inner elastic protrusion 22a is formed with several locking grooves 52 having an inclination angle in the same direction as the inner elastic protrusion 22a, and the outer elastic protrusion 22b. The fastener insertion / contact portion B corresponding to the position is formed with a locking groove B2 having an inclination angle in the same direction as the outer elastic protrusion 22b, and the locking groove 52 of the pressure tube 50 is the pressure tube 50. It has a shape that does not obstruct the insertion of the pressure tube, and resists the detachment of the pressure tube 50 under the action of fluid pressure. The locking groove B2 of the fastener insertion / contact portion B is a fastener to the fastener insertion / contact portion B. 20 has a shape that does not interfere with the insertion of the pressure pipe 20, and has a shape that resists detachment of the joint pipe J for connecting the pressure pipe when fluid pressure is applied, and the engagement between the locking groove 52 of the pressure pipe 50 and the fastener insertion / contact portion B Inner elastic protrusion 2 in stop groove B2 a one-touch three-fastening of a joint pipe for pressure pipe connection, which is configured to resist detachment of the pressure pipe 50 by a double frictional resistance structure formed by inserting a and an outer elastic protrusion 22b. Device.

さらに、内側弾性突出部22aと外側弾性突出部22bの傾斜角θと、そして圧力管50の係止溝52と締結具挿入・密着部Bの係止溝B2の傾斜角θとが同一であるように形成した構成である。   Further, the inclination angle θ of the inner elastic protrusion 22a and the outer elastic protrusion 22b is the same as the inclination angle θ of the locking groove 52 of the pressure tube 50 and the locking groove B2 of the fastener insertion / contact portion B. It is the structure formed in this way.

圧力管50の係止溝52と締結具挿入・密着部Bの係止溝B2の形状は傾斜角θを有する直角三角形状である。係止溝52と係止溝B2は図7でのように傾斜角θが直角三角形の垂直線を基準に互いに反対方向に形成されている。   The shape of the locking groove 52 of the pressure tube 50 and the locking groove B2 of the fastener insertion / contact portion B is a right triangle having an inclination angle θ. As shown in FIG. 7, the locking groove 52 and the locking groove B <b> 2 are formed in directions opposite to each other with the inclination angle θ as a reference with a vertical line having a right triangle.

また、締結具20は弾性材質を有するステンレスであり、内側弾性突出部22aと外側弾性突出部22bは締結具20をパンチングして一体に形成しており、内側弾性突出部22aと外側弾性突出部22bの傾斜角θは15〜30゜となるようにした構成である。   The fastener 20 is stainless steel having an elastic material, and the inner elastic protrusion 22a and the outer elastic protrusion 22b are integrally formed by punching the fastener 20, and the inner elastic protrusion 22a and the outer elastic protrusion 22 are integrally formed. The inclination angle θ of 22b is 15 to 30 °.

内側弾性突出部22aと外側弾性突出部22bの形状は四角形状または梯形状であり、内側弾性突出部22aと外側弾性突出部22bに対応する位置に形成された圧力管50の係止溝52と締結具挿入・密着部Bの係止溝B2の傾斜角θは15〜30゜が望ましい。   The inner elastic protrusion 22a and the outer elastic protrusion 22b have a quadrangular shape or a ladder shape, and a locking groove 52 of the pressure tube 50 formed at a position corresponding to the inner elastic protrusion 22a and the outer elastic protrusion 22b. The inclination angle θ of the locking groove B2 of the fastener insertion / contact portion B is preferably 15 to 30 °.

内側弾性突出部22aと外側弾性突出部22bがパンチング部226を間において両端から突出しながらパンチング部226を互いに共有しており、弾性縮小に対して全く妨害されない構造を有する。   The inner elastic protruding portion 22a and the outer elastic protruding portion 22b share the punching portion 226 while protruding from both ends with the punching portion 226 interposed therebetween, and have a structure that is not hindered against elastic reduction at all.

内側弾性突出部22aと外側弾性突出部22bの両側面部222には挿入された圧力管50の反対方向に傾いた裏返し防止補強部222aが長さ方向に形成された構成である。   The both sides 222 of the inner elastic protrusion 22a and the outer elastic protrusion 22b are formed with a turn-up preventing reinforcement 222a inclined in the opposite direction of the inserted pressure tube 50 in the length direction.

前記内側弾性突出部22aと外側弾性突出部22bの中央部にはV字の頂点が圧力管50側に位置したV字型裏返し防止補強部224が形成された構成である。   A V-shaped overturn prevention reinforcing portion 224 having a V-shaped apex located on the pressure tube 50 side is formed at the center of the inner elastic protrusion 22a and the outer elastic protrusion 22b.

本発明の圧力管連結用継手管Jは圧力管50を継手・連結する継手管である。ここで、圧力管50とは、鉄製および非鉄金属のような鋼管と、合成樹脂管いずれをも含む。圧力管連結用継手管Jは強い圧力を受ける部材であるため、鉄製および非鉄金属のように堅固な材質が望ましい。   The joint pipe J for connecting a pressure pipe of the present invention is a joint pipe that joints and connects the pressure pipes 50. Here, the pressure pipe 50 includes both steel pipes such as ferrous and non-ferrous metals, and synthetic resin pipes. Since the pressure pipe connecting joint pipe J is a member that receives a strong pressure, a solid material such as ferrous and non-ferrous metal is desirable.

しかし、‘圧力管連結用継手管J’に挿入される圧力管50の大きさは多様である。通常、圧力管50の直径は15〜3000mmまで広範囲である。直径の大きさにより水圧の強さも異なるので、合成樹脂(PE、PP、PVCなど)材質も‘連結用継手管J’の材質として有用である。   However, the size of the pressure pipe 50 inserted into the 'pressure pipe coupling joint pipe J' varies. Usually, the diameter of the pressure tube 50 is in a wide range from 15 to 3000 mm. Since the strength of the water pressure varies depending on the size of the diameter, the synthetic resin (PE, PP, PVC, etc.) material is also useful as the material of the “coupling joint J”.

圧力管50は‘圧力管連結用継手管J’の挿入部Sを通じて挿入・固定される。圧力管50が挿入部Sに挿入される順序は、ブッシング挿入・密着部D→水密ゴムパッキング挿入・密着部C→締結具挿入・密着部B→圧力管挿入・密着部Aの順である。   The pressure pipe 50 is inserted and fixed through the insertion portion S of the “pressure pipe coupling joint J”. The order in which the pressure tube 50 is inserted into the insertion portion S is in the order of bushing insertion / contact portion D → watertight rubber packing insertion / contact portion C → fastener insertion / contact portion B → pressure tube insertion / contact portion A.

また、ブッシング挿入・密着部Dにはブッシング40が、水密ゴムパッキング挿入・密着部Cには水密ゴムパッキング30が、そして締結具挿入・密着部Bには締結具20が付着・固定される。   Further, the bushing 40 is attached and fixed to the bushing insertion / contact portion D, the watertight rubber packing 30 is attached to the watertight rubber packing insertion / contact portion C, and the fastener 20 is fixed to the fastener insertion / contact portion B.

圧力管50は、ブッシング40→水密ゴムパッキング30→締結具20を貫通する構造である。   The pressure pipe 50 has a structure that penetrates the bushing 40 → the watertight rubber packing 30 → the fastener 20.

次に、圧力管50と関連して圧力管挿入・密着部A、締結具20、水密ゴムパッキング30、そしてブッシング40の機能および役割について説明すれば、次の通りである。   Next, the functions and roles of the pressure tube insertion / contact portion A, the fastener 20, the watertight rubber packing 30, and the bushing 40 in relation to the pressure tube 50 will be described as follows.

第一に、圧力管挿入・密着部Aの機能について説明する。   First, the function of the pressure tube insertion / contact portion A will be described.

圧力管挿入・密着部Aは圧力管50の一側端部を堅固に密着・固定する役割を果たす。地震のような外的要因や水圧のような内的要因によって、圧力管50が水平滑りや上下流動を防止するためである。圧力管挿入・密着部Aの固定はこれに対称のブッシング40によるブッシング挿入・密着部Dの固定と共にバランスが取れた安定した‘固定構造’をなしている。‘固定構造’は圧力管50の水平滑りと上下流動を抑制する構造である。   The pressure tube insertion / contact portion A serves to firmly contact and fix one side end portion of the pressure tube 50. This is because the pressure pipe 50 prevents horizontal slip and vertical flow due to external factors such as earthquakes and internal factors such as water pressure. The pressure tube insertion / contact portion A is fixed in a balanced "fixed structure" which is balanced with the bushing insertion / contact portion D fixed by the symmetric bushing 40. The 'fixed structure' is a structure that suppresses horizontal slip and vertical flow of the pressure pipe 50.

圧力管挿入・密着部Aの固定は、圧力管50の外径が圧力管挿入・密着部Aの内径に密着するようにすることによって行われる。   The pressure tube insertion / contact portion A is fixed by making the outer diameter of the pressure tube 50 closely contact the inner diameter of the pressure tube insertion / contact portion A.

圧力管挿入・密着部Aの内径は圧力管50の外径と同じ大きさであり、圧力管挿入・密着部Aの段差は圧力管50の厚さtと同じである。   The inner diameter of the pressure tube insertion / contact portion A is the same as the outer diameter of the pressure tube 50, and the step of the pressure tube insertion / contact portion A is the same as the thickness t of the pressure tube 50.

しかし、圧力管挿入・密着部Aの内径と圧力管50の外径の大きさが同じであれば圧力管50を挿入することができない。ここで、大きさが同じであるとは、圧力管50が挿入できるほどの最小限の余裕を含む意味である。   However, if the inner diameter of the pressure tube insertion / contact portion A and the outer diameter of the pressure tube 50 are the same, the pressure tube 50 cannot be inserted. Here, that the size is the same means that a minimum margin that allows the pressure tube 50 to be inserted is included.

第二に、締結具挿入・密着部Bに挿入される締結具20の構造およびこれに対する役割と機能について説明する。   Second, the structure of the fastener 20 inserted into the fastener insertion / contact portion B and the role and function thereof will be described.

締結具20は締結具挿入・密着部Bに挿入され、圧力管50は締結具20を貫通する。   The fastener 20 is inserted into the fastener insertion / contact portion B, and the pressure pipe 50 penetrates the fastener 20.

より具体的に言えば、締結具挿入・密着部Bの内径には締結具20の外径が密着した状態であり、また、締結具20の内径には圧力管50の外径が挿入される状態である。   More specifically, the outer diameter of the fastener 20 is in close contact with the inner diameter of the fastener insertion / contact portion B, and the outer diameter of the pressure tube 50 is inserted into the inner diameter of the fastener 20. State.

締結具20の材質は弾性を有するステンレスのような金属材質である。締結具20の形状は一定の幅を有する円形状のリング形状である。締結具20の円形状のリングには内側弾性突出部22aと外側弾性突出部22bがそれぞれ一定の間隔で列をなしながら複数個形成されている。内側弾性突出部22aと外側弾性突出部22bは締結具20でパンチングされて突出傾斜角を持ちながら一体に形成されている。   The material of the fastener 20 is a metal material such as stainless steel having elasticity. The shape of the fastener 20 is a circular ring shape having a certain width. A plurality of inner elastic protrusions 22a and outer elastic protrusions 22b are formed on the circular ring of the fastener 20 in rows at regular intervals. The inner elastic protrusion 22a and the outer elastic protrusion 22b are integrally formed while being punched by the fastener 20 and having a protrusion inclination angle.

内側弾性突出部22aと外側弾性突出部22bは互いに反対方向に傾いている。その傾斜角θの大きさは同一である。傾斜角θは水平面基準に15〜30゜が望ましい。内側弾性突出部22aの傾斜は、圧力管50に向かった内側方向であり圧力管50が挿入される方向に傾いており、外側弾性突出部22bの傾斜は、締結具挿入・密着部Bに向かった外側方向であり圧力管50が挿入される方向と反対方向に傾いている。   The inner elastic protrusion 22a and the outer elastic protrusion 22b are inclined in opposite directions. The inclination angle θ is the same. The inclination angle θ is preferably 15 to 30 ° with respect to the horizontal plane. The inner elastic protrusion 22a is inclined in the inner direction toward the pressure tube 50 and in the direction in which the pressure tube 50 is inserted, and the outer elastic protrusion 22b is inclined toward the fastener insertion / contact portion B. It is inclined in the direction opposite to the direction in which the pressure tube 50 is inserted.

内側弾性突出部22aと外側弾性突出部22bを締結具20の環上に様々な形態に配置することができる。例えば、内側弾性突出部22aと外側弾性突出部22bを図4の(a)のように、締結具20の環上に一列ずつ交互に配列することができ、図4の(b)のように、内側弾性突出部22aと外側弾性突出部22bを互いに合わせた状態を1組にして複数列配列することもできる。傾斜角θ15〜30゜で弾性突出部22の弾性・収縮および弾性・復原(拡大)が速かに行われるだけでなく、傾斜角θ15〜30゜で弾性突出部22の圧力管50に対する摩擦抵抗強度が最も大きく作用するためである。このとき、傾斜角θが15゜より小さくなれば摩擦抵抗強度が小さくなるようになり、30゜より大きくなれば容易に裏返すようになって摩擦抵抗強度が小さくなることになる。   The inner elastic protrusion 22a and the outer elastic protrusion 22b can be arranged on the ring of the fastener 20 in various forms. For example, the inner elastic protrusions 22a and the outer elastic protrusions 22b can be alternately arranged in a row on the ring of the fastener 20 as shown in FIG. 4A, as shown in FIG. The inner elastic protrusions 22a and the outer elastic protrusions 22b can be arranged in a plurality of rows as a pair. The elastic protrusion 22 is not only elastically / contracted and elastic / reconstructed (enlarged) quickly at an inclination angle θ15 to 30 °, but also the frictional resistance of the elastic protrusion 22 to the pressure tube 50 at an inclination angle θ15 to 30 °. This is because the strength works most greatly. At this time, if the inclination angle θ is smaller than 15 °, the frictional resistance strength is reduced, and if it is larger than 30 °, the frictional resistance strength is easily reduced by turning over.

ここに、圧力管50に対する摩擦抵抗強度をもっと増大させるために弾性突出部22の両側面部222には挿入された圧力管50の反対方向に傾いた裏返し防止補強部222aが、そして弾性突出部22の中央部にはV字の頂点が圧力管50側に位置したV字型裏返し防止補強部224が長さ方向に形成されている。   Here, in order to further increase the frictional resistance strength against the pressure tube 50, both side surface portions 222 of the elastic protrusion 22 are provided with an anti-reverse reinforcing portion 222 a inclined in the opposite direction of the inserted pressure tube 50, and the elastic protrusion 22. A V-shaped inside-out prevention reinforcing portion 224 having a V-shaped apex located on the pressure tube 50 side is formed in the length direction of the central portion.

裏返し防止補強部222aおよびV字型裏返し防止補強部224は摩擦抵抗に対して裏返さないようにするだけでなく摩擦抵抗支持強度を大きく増大させる機能をする。   The inside-out prevention reinforcing portion 222a and the V-shaped inside-out prevention reinforcing portion 224 have a function of not only turning over against frictional resistance but also greatly increasing the frictional resistance support strength.

弾性突出部22の形状は弾性突出部22の先端接面部が大きい四角形状または梯形状が望ましい。弾性突出部22の先端接面部による摩擦抵抗を大きくするのに弾性突出部22の主機能があるためである。しかし、弾性突出部22の形状を四角形状または梯形状だけに限定するものではない。弾性突出部22の先端接面部が大きい形状であればどんな形状でも四角形状または梯形状に含まれるのはもちろんのことである。   The shape of the elastic protrusion 22 is desirably a quadrangular shape or a trapezoidal shape in which the tip contact surface portion of the elastic protrusion 22 is large. This is because the main function of the elastic protruding portion 22 is to increase the frictional resistance due to the tip contact surface portion of the elastic protruding portion 22. However, the shape of the elastic protrusion 22 is not limited to a square shape or a ladder shape. It goes without saying that any shape is included in the quadrangular or trapezoidal shape as long as the tip contact surface portion of the elastic protrusion 22 is large.

次に、内側弾性突出部22aと外側弾性突出部22bの突出傾斜方向と、そして圧力管50および締結具挿入・密着部Bの係止溝52、B2による摩擦抵抗構造について説明すれば次の通りである。   Next, a description will be given of the friction resistance structure by the protruding inclination directions of the inner elastic protrusion 22a and the outer elastic protrusion 22b and the locking grooves 52 and B2 of the pressure tube 50 and the fastener insertion / contact portion B. It is.

まず、内側弾性突出部22aと圧力管50の係止溝52による摩擦抵抗構造について説明する。   First, the frictional resistance structure by the inner elastic protrusion 22a and the locking groove 52 of the pressure tube 50 will be described.

内側弾性突出部22aの傾斜は、圧力管50に向かった内側方向であり圧力管50が挿入される方向に傾いている。内側弾性突出部22aが圧力管50が挿入される方向に傾いているので圧力管50の挿入には全く妨害にならない。言い換えれば、圧力管50が締結具20の内径に挿入されるとき、圧力管50の外周面に接面された内側弾性突出部22aは圧力管50の外周面に押されながらパンチング部226側に弾性・収縮されることになる。内側弾性突出部22aの弾性・収縮によって圧力管50の挿入が妨害されないで円滑に挿入されることになる。   The inner elastic protrusion 22a is inclined in the inner direction toward the pressure tube 50 and in the direction in which the pressure tube 50 is inserted. Since the inner elastic protrusion 22a is inclined in the direction in which the pressure tube 50 is inserted, the insertion of the pressure tube 50 is not hindered at all. In other words, when the pressure tube 50 is inserted into the inner diameter of the fastener 20, the inner elastic protrusion 22 a that is in contact with the outer peripheral surface of the pressure tube 50 is pushed toward the punching portion 226 while being pressed by the outer peripheral surface of the pressure tube 50. It will be elastic and contracted. The insertion and insertion of the pressure tube 50 are not hindered by the elasticity and contraction of the inner elastic protrusion 22a, so that the insertion is smooth.

圧力管50の外周面には内側弾性突出部22aと対応する位置に係止溝52が形成されている。内側弾性突出部22aが圧力管50の係止溝52に挿入された状態は圧力管50の挿入が完了した状態である。この状態で圧力管50を挿入時と反対方向に分離させる力を加えるようになれば内側弾性突出部22aは圧力管50の係止溝52に対して摩擦抵抗構造となる。摩擦抵抗構造は圧力管50の挿入時とは正反対構造である。   A locking groove 52 is formed on the outer peripheral surface of the pressure tube 50 at a position corresponding to the inner elastic protrusion 22a. The state where the inner elastic protrusion 22a is inserted into the locking groove 52 of the pressure tube 50 is a state where the insertion of the pressure tube 50 is completed. If a force for separating the pressure tube 50 in the direction opposite to that at the time of insertion is applied in this state, the inner elastic protrusion 22a has a frictional resistance structure with respect to the locking groove 52 of the pressure tube 50. The frictional resistance structure is a structure opposite to that when the pressure pipe 50 is inserted.

圧力管50の外周面によって内側弾性突出部22aが弾性・収縮されたとしても圧力管50を分離させようとする反対方向の力が作用することになると、弾性・収縮された内側弾性突出部22aはもとの突出傾斜方向に復原・拡大されようとする復原力が発揮されることになる。内側弾性突出部22aの復原力と、圧力管50の係止溝52との相互作用によって強力な摩擦抵抗構造が形成されることになる。   Even if the inner elastic protrusion 22a is elastically / shrinked by the outer peripheral surface of the pressure tube 50, if a force in the opposite direction to separate the pressure tube 50 is applied, the elastic / contracted inner elastic protrusion 22a is applied. The restoring force to be restored / expanded in the original protruding inclination direction will be demonstrated. A strong frictional resistance structure is formed by the interaction between the restoring force of the inner elastic protrusion 22 a and the locking groove 52 of the pressure tube 50.

内側弾性突出部22aは圧力管50の挿入方向に対しては弾性・収縮する構造であり、圧力管50の分離・離脱方向に対しては弾性復原力が発揮されて弾性・拡大される摩擦抵抗構造である。   The inner elastic protrusion 22a has a structure that is elastic and contracted in the insertion direction of the pressure tube 50, and a frictional resistance that is elastic and enlarged by exerting an elastic restoring force in the separation and separation direction of the pressure tube 50. Structure.

摩擦抵抗構造は弾性突出部22の個数が多いほど摩擦抵抗が大きくなる。   In the friction resistance structure, the friction resistance increases as the number of the elastic protrusions 22 increases.

円形状の締結具20に形成される弾性突出部22の個数は圧力管50の直径により決定される設計事項である。   The number of elastic protrusions 22 formed on the circular fastener 20 is a design matter determined by the diameter of the pressure tube 50.

複数列をなしながら一定の間隔で複数個形成される。   A plurality of rows are formed at regular intervals while forming a plurality of rows.

次に、外側弾性突出部22bと締結具挿入・密着部Bの係止溝B2による摩擦抵抗構造について説明する。   Next, the frictional resistance structure by the outer elastic protrusion 22b and the engaging groove B2 of the fastener insertion / contact portion B will be described.

外側弾性突出部22bの位置に対応する前記締結具挿入・密着部Bには外側弾性突出部22bと同じ方向の傾斜角を有する係止溝B2が形成されている。   The fastener insertion / contact portion B corresponding to the position of the outer elastic protrusion 22b is formed with a locking groove B2 having an inclination angle in the same direction as the outer elastic protrusion 22b.

外側弾性突出部22bは同じ方向の傾斜角によって締結具挿入・密着部Bの係止溝B2に円滑に挿入される。   The outer elastic protruding portion 22b is smoothly inserted into the engaging groove B2 of the fastener insertion / contact portion B with an inclination angle in the same direction.

外側弾性突出部22bと締結具挿入・密着部Bの係止溝B2による摩擦抵抗構造を図8によって説明する。   The frictional resistance structure by the outer elastic protrusion 22b and the engaging groove B2 of the fastener insertion / contact portion B will be described with reference to FIG.

水は(a)から(b)に流れる。図8の(b)では外側弾性突出部22bが水の流れ方向に傾いて締結具挿入・密着部Bに挿入された状態である。   Water flows from (a) to (b). In FIG. 8B, the outer elastic protrusion 22b is inclined and inserted in the fastener insertion / contact portion B in the water flow direction.

(b)の場合、‘圧力管連結用継手管J’が固定された状態であり、圧力管50bが相対的に水の流れ方向に離脱するという観点である。実際、このような現象が‘圧力管連結用継手管J’と圧力管50bで起こるためである。   In the case of (b), the pressure pipe coupling joint pipe J is in a fixed state, and the pressure pipe 50b is relatively detached in the water flow direction. This is because such a phenomenon actually occurs in the 'pressure pipe coupling joint pipe J' and the pressure pipe 50b.

(b)の場合は、内側弾性突出部22aと圧力管50bによって摩擦抵抗構造をなしている状態である。つまり、圧力管50bが水圧によって離脱しようとする時、圧力管50の係止溝52に対して内側弾性突出部22aが摩擦抵抗している構造である。   In the case of (b), a frictional resistance structure is formed by the inner elastic protrusion 22a and the pressure tube 50b. That is, when the pressure tube 50b is about to be separated by water pressure, the inner elastic protrusion 22a is frictionally resisting the locking groove 52 of the pressure tube 50.

圧力管50bに作用する水圧が大きくなるようになれば、圧力管50bの係止溝52と内側弾性突出部22aによる摩擦抵抗は、結局、内側弾性突出部22aと外側弾性突出部22bが一体に形成された締結具20に作用するようになって締結具20を水の流れ方向に離脱するようになる。これを補強するため、外側弾性突出部22bと係止溝B2によって摩擦抵抗構造となるようにすることによって内側弾性突出部22aと圧力管50bによる摩擦抵抗構造とともに強い水圧に対して抵抗できることになる。   If the water pressure acting on the pressure pipe 50b is increased, the frictional resistance caused by the locking groove 52 and the inner elastic protrusion 22a of the pressure pipe 50b will eventually be integrated into the inner elastic protrusion 22a and the outer elastic protrusion 22b. It acts on the formed fastener 20 and comes to release the fastener 20 in the direction of water flow. In order to reinforce this, a friction resistance structure is formed by the outer elastic protrusion 22b and the locking groove B2, so that it can resist a strong water pressure together with a friction resistance structure by the inner elastic protrusion 22a and the pressure tube 50b. .

一方、(a)の場合は、圧力管50aが固定された状態であり、‘圧力管連結用継手管J’が相対的に水の流れ方向に離脱するという観点である。(a)の場合は、圧力管50の係止溝52と内側弾性突出部22aによって摩擦抵抗構造をなしている状態である。つまり、‘圧力管連結用継手管J’が水圧によって離脱しようとする時、圧力管50の係止溝52に対して内側弾性突出部22aが摩擦抵抗している構造である。   On the other hand, the case (a) is a state in which the pressure pipe 50a is fixed, and the 'pressure pipe coupling joint pipe J' is relatively disengaged in the water flow direction. In the case of (a), a friction resistance structure is formed by the locking groove 52 of the pressure tube 50 and the inner elastic protrusion 22a. That is, the inner elastic protrusion 22a is in frictional resistance with respect to the locking groove 52 of the pressure pipe 50 when the ‘pressure pipe coupling joint pipe J’ is about to be detached by water pressure.

‘圧力管連結用継手管J’に作用する水圧が大きくなるようになれば、圧力管50aの係止溝52と内側弾性突出部22aによる摩擦抵抗は、結局内側弾性突出部22aと外側弾性突出部22bが一体に形成された締結具20に作用するようになって締結具20を水の流れ方向に離脱するようになる。これを補強するため、外側弾性突出部22bと係止溝B2によって摩擦抵抗構造となるようにすることによって内側弾性突出部22aと圧力管50bによる摩擦抵抗構造とともに強い水圧に対して抵抗できることになる。   If the water pressure acting on the “pressure pipe coupling joint J” becomes large, the frictional resistance due to the locking groove 52 and the inner elastic protrusion 22a of the pressure pipe 50a eventually becomes the inner elastic protrusion 22a and the outer elastic protrusion. The portion 22b acts on the integrally formed fastener 20, and the fastener 20 is detached in the water flow direction. In order to reinforce this, a friction resistance structure is formed by the outer elastic protrusion 22b and the locking groove B2, so that it can resist a strong water pressure together with a friction resistance structure by the inner elastic protrusion 22a and the pressure tube 50b. .

第三に、水密ゴムパッキング挿入・密着部Cに挿入される水密ゴムパッキング30の役割と機能について説明する。   Third, the role and function of the watertight rubber packing 30 inserted into the watertight rubber packing insertion / contact portion C will be described.

水密ゴムパッキング30は水密ゴムパッキング挿入・密着部Cに密着する。   The watertight rubber packing 30 is in close contact with the watertight rubber packing insertion / contact portion C.

水密ゴムパッキング30の外径は水密ゴムパッキング挿入・密着部Cの内径と密着し、水密ゴムパッキング30の内径は圧力管50の外径と密着する。水密ゴムパッキング30は漏水を防止する役割を果たす。水密ゴムパッキング30は従来に使用された構造および形状をそのまま使用する。   The outer diameter of the watertight rubber packing 30 is in close contact with the inner diameter of the watertight rubber packing insertion / contact portion C, and the inner diameter of the watertight rubber packing 30 is in close contact with the outer diameter of the pressure tube 50. The watertight rubber packing 30 serves to prevent water leakage. The watertight rubber packing 30 uses the structure and shape used conventionally.

ただし、水密ゴムパッキング挿入・密着部Cの内側には締結具挿入・密着部Bが、その外側にはブッシング挿入・密着部Dが形成された構造が内部に形成されることによってワンタッチ方式による継手・固定が可能になった点から従来技術の構造と大きく異なる。   However, a one-touch type joint is formed by forming a structure in which a fastener insertion / contact part B is formed inside the watertight rubber packing insertion / contact part C and a bushing insertion / contact part D is formed on the outside thereof.・ It is very different from the structure of the prior art because it can be fixed.

水密ゴムパッキング30の上部突出部32は水密ゴムパッキング挿入・密着部Cの半円状の突出部C1に挿入・固定される。   The upper protrusion 32 of the watertight rubber packing 30 is inserted and fixed to the semicircular protrusion C1 of the watertight rubber packing insertion / contact portion C.

水密ゴムパッキング30の下部水平突出部34は締結具20下部まで延長・設けられる。   The lower horizontal protrusion 34 of the watertight rubber packing 30 is extended and provided to the lower part of the fastener 20.

第四に、ブッシング挿入・密着部Dに挿入されるブッシング40の役割と機能について説明する。   Fourth, the role and function of the bushing 40 inserted into the bushing insertion / contact portion D will be described.

ブッシング40はブッシング挿入・密着部Dに密着・固定される。   The bushing 40 is closely attached and fixed to the bushing insertion / contact part D.

ブッシング40の形状は垂直の挿入防止あご42と水平の外径44と内径46からなる。   The bushing 40 has a vertical insertion preventing jaw 42, a horizontal outer diameter 44 and an inner diameter 46.

ブッシング40の外径44はブッシング挿入・密着部Dの内径に密着しながらブッシング40の内径46は圧力管50の外径に密着する。   The inner diameter 46 of the bushing 40 is in close contact with the outer diameter of the pressure tube 50 while the outer diameter 44 of the bushing 40 is in close contact with the inner diameter of the bushing insertion / contact portion D.

ブッシング40はブッシング挿入・密着部Dの内径と圧力管50の外径とのスキ間に挿入されてブッシング挿入・密着部Dに圧力管50を堅固に固定させる部材である。   The bushing 40 is a member that is inserted between the inner diameter of the bushing insertion / contact portion D and the outer diameter of the pressure tube 50 to firmly fix the pressure tube 50 to the bushing insertion / contact portion D.

ブッシング40の材質は‘圧力管連結用継手管J’の材質と同じ材質を使用するのが好ましい。これはブッシング40挿入によるブッシング挿入・密着部Dの区間の固定力をより一層強化させるためである。   The material of the bushing 40 is preferably the same material as that of the 'pressure pipe coupling joint J'. This is for further strengthening the fixing force in the section of the bushing insertion / contact portion D by insertion of the bushing 40.

‘圧力管連結用継手管J’に挿入された圧力管50が固定される部分は2ケ所である。2ケ所は互いに左右対称である。左右対称した2ケ所の固定によって圧力管50が安定した‘固定構造’をなしている。   There are two places where the pressure pipe 50 inserted into the 'pressure pipe coupling joint pipe J' is fixed. The two places are symmetrical with each other. The pressure tube 50 forms a stable 'fixed structure' by two symmetrically fixed positions.

一ケ所の固定はブッシング40によるブッシング挿入・密着部Dの固定であり、他の一ケ所の固定は圧力管挿入・密着部Aの固定である。   The fixing at one point is the fixing of the bushing insertion / contact part D by the bushing 40, and the fixing at the other part is the insertion of the pressure tube / fixing part A.

圧力管50の‘固定構造’がまず安定すれば締結具20による摩擦抵抗構造が安定することになり、これと共に水密ゴムパッキング30による水密構造が安定することになる。   If the “fixed structure” of the pressure tube 50 is first stabilized, the frictional resistance structure by the fastener 20 is stabilized, and at the same time, the watertight structure by the watertight rubber packing 30 is stabilized.

圧力管50が組み立てられた‘圧力管連結用継手管J’には強い水圧が作用するところである。   A strong water pressure acts on the 'pressure pipe coupling joint pipe J' in which the pressure pipe 50 is assembled.

強い水圧は、(1)圧力管50または‘圧力管連結用継手管J’を水圧の作用方向に離脱させるようになり、また、(2)振動を発生させて圧力管50または‘圧力管連結用継手管J’の離脱を加重させることになる。   The strong water pressure causes (1) the pressure pipe 50 or the “pressure pipe coupling joint pipe J” to be detached in the direction of the water pressure, and (2) generates vibration to cause the pressure pipe 50 or the “pressure pipe coupling”. The detachment of the joint pipe J ′ for use will be weighted.

‘圧力管連結用継手管J’と圧力管50は相対的な関係にある。つまり、‘圧力管連結用継手管J’が固定されたという観点から見れば、圧力管50が相対的に水圧によって離脱することになる。これとは反対に、圧力管50が固定されたという観点から見れば、‘圧力管連結用継手管J’が相対的に離脱することになる。これは、実際に起こる現象そのままである。   The 'pressure pipe coupling joint pipe J' and the pressure pipe 50 are in a relative relationship. That is, from the viewpoint that the 'pressure pipe coupling joint pipe J' is fixed, the pressure pipe 50 is relatively detached by water pressure. On the contrary, from the viewpoint that the pressure pipe 50 is fixed, the 'pressure pipe coupling joint pipe J' is relatively disengaged. This is a phenomenon that actually occurs.

‘圧力管連結用継手管J’は、圧力管挿入・密着部Aとブッシング挿入・密着部Dによる安定した‘固定構造'と、内側弾性突出部22aと外側弾性突出部22bによる2重摩擦抵抗構造と、そして水密ゴムパッキングによる水密構造からなる有機的抵抗構造体である。有機的抵抗構造体は圧力管50の離脱および振動を抑制・抵抗する。特に、圧力管50の‘固定構造’は2重の摩擦抵抗構造と、水密構造の前提になる基本構造である。   'Pressure tube coupling joint J' has a stable 'fixed structure' by pressure tube insertion / contact portion A and bushing insertion / contact portion D, and double friction resistance by inner elastic protrusion 22a and outer elastic protrusion 22b. It is an organic resistance structure consisting of a structure and a watertight structure with watertight rubber packing. The organic resistance structure suppresses and resists the separation and vibration of the pressure tube 50. In particular, the “fixed structure” of the pressure tube 50 is a basic structure that is a premise of a double friction resistance structure and a watertight structure.

圧力管50の‘固定構造’が安定しなければ摩擦抵抗構造による離脱防止機能および水密構造による水密機能がうまく発揮できないためである。   This is because if the “fixed structure” of the pressure tube 50 is not stable, the separation preventing function by the frictional resistance structure and the watertight function by the watertight structure cannot be performed well.

地震は最も大きい振動の要因である。また、流体流れの急激な変化は振動および水圧を増加させる要因である。流体流れの急激な変化は、例えば、直線区間で突然緊急な曲線区間になる場合である。ここにはL字形やT字形のような緊急な曲線の継手管に合う場合や、突然の通水による水の衝撃エネルギーが発生する場合も含まれる。   Earthquakes are the largest vibration factor. Also, sudden changes in fluid flow are factors that increase vibration and water pressure. The sudden change in the fluid flow is, for example, a case where the curve section suddenly becomes an urgent curve section. This includes a case where it fits an urgent curved joint pipe such as an L shape or a T shape, or a case where impact energy of water is generated due to sudden water flow.

次に、前記での説明に基づいて本発明のワンタッチ3段締結の基本概念を説明する。   Next, the basic concept of the one-touch three-stage fastening according to the present invention will be described based on the above description.

本発明の‘圧力管連結用継手管J’は、固定構造と、2重の摩擦抵抗構造と、そして水密構造によって形成された有機的抵抗構造体である。   The 'pressure pipe coupling joint pipe J' of the present invention is an organic resistance structure formed by a fixed structure, a double friction resistance structure, and a watertight structure.

ワンタッチ3段締結の基本概念は、有機的抵抗構造体が形成された‘圧力管連結用継手管J’に圧力管50を押し込みさえすれば、圧力管50の継手固定が完了するワンタッチ方式である。   The basic concept of the one-touch three-stage fastening is a one-touch system in which the joint fixing of the pressure pipe 50 is completed as long as the pressure pipe 50 is pushed into the “pressure pipe coupling joint pipe J” formed with the organic resistance structure. .

3段締結で1段はブッシング挿入・密着部Dと水密ゴムパッキング挿入・密着部Cをいい、2段は締結具挿入・密着部Bをいい、3段は圧力管挿入・密着部Aをいう。   The first stage is the bushing insertion / contact part D and the watertight rubber packing insertion / contact part C, the second stage is the fastener insertion / contact part B, and the third stage is the pressure tube insertion / contact part A. .

ワンタッチ方式は現場での継手・固定作業が簡便である。有機的抵抗構造体が形成された‘圧力管連結用継手管J’に圧力管50を圧力管挿入装備によって押し込みさえすれば圧力管50の継手固定が完了するためである。   The one-touch system is easy for on-site coupling and fixing. This is because the joint fixing of the pressure pipe 50 is completed as long as the pressure pipe 50 is pushed into the “pressure pipe coupling joint pipe J” formed with the organic resistance structure by the pressure pipe insertion equipment.

(a)本発明は固定構造と、2重の摩擦抵抗構造と、そして水密構造による有機的抵抗構造を圧力管連結用継手管の内部に形成した構成であるため、圧力管連結用継手管にひたすら圧力管を押込む一つの動作だけでワンタッチ方式の継手・固定が完了することで、継手・連結作業が容易であるだけでなく工期が短縮して作業が効率的かつ経済的な効果がある。   (A) Since the present invention has a structure in which an organic resistance structure by a fixed structure, a double friction resistance structure, and a watertight structure is formed inside the pressure pipe connection joint pipe, One-touch type fitting and fixing is completed with just one operation to push the pressure pipe, so that not only the fitting and connecting work is easy, but also the work period is shortened and the work is efficient and economical. .

(b)ワンタッチ方式の2重の有機的摩擦抵抗構造は、外部に設置された従来技術とは異なり、圧力管連結用継手管の内部に設けられた構造であり、また、その構造が簡単でかつ圧力管との締結固定が堅固して漏水が発生しないと同時に圧力管挿入装備によってワンタッチ方式の継手・固定が可能な構成であるので作業者が直接継手作業をする必要がないため、別途の作業掘削空間が必要でなく、掘削作業が効率的で経済的であり、作業者が作業空間に入らなくても装備による継手作業が可能で、土砂崩壊による産業災害が防止できる効果がある。   (B) Unlike the conventional technology installed outside, the one-touch double organic friction resistance structure is a structure provided inside the joint pipe for pressure pipe connection, and the structure is simple. In addition, the pressure tube is firmly fixed and fixed so that no water leakage occurs. At the same time, the pressure tube insertion equipment enables one-touch coupling and fixing, so there is no need for the operator to perform direct coupling work. There is no need for a work excavation space, the excavation work is efficient and economical, and it is possible to perform joint work with equipment even if an operator does not enter the work space, thereby preventing industrial disasters caused by sediment collapse.

(c)ワンタッチ方式による簡単な締結構造であるため、圧力管の継手・連結作業が容易であって継手・作業が効率的で作業機間が短縮される効果を有する有用な発明である。   (C) Since it is a simple fastening structure based on the one-touch method, it is a useful invention having the effect of facilitating the joint and connection work of the pressure pipe, making the joint and work efficient, and shortening the working machine.

従来技術1の継手管の概略的な断面図である。It is a schematic sectional drawing of the joint pipe of prior art 1. 従来技術1の継手管に外部構造の連結器具が締結された状態を示す断面図である。It is sectional drawing which shows the state by which the coupling tool of the external structure was fastened by the joint pipe | tube of the prior art 1. FIG. 従来技術1のクリップの分離斜視図である。It is a separation perspective view of the clip of prior art 1. 従来技術2のT字形排水管連結用継手管を示した斜視図である。It is the perspective view which showed the joint pipe for T-shaped drainage pipe connection of the prior art 2. FIG. 従来技術2のT字形排水管連結用継手管の断面状態を示した分離図である。It is the isolation | separation figure which showed the cross-sectional state of the joint pipe for T-shaped drainage pipe connection of the prior art 2. FIG. 従来技術2のT字形排水管連結用継手管に排水管が連結された状態図である。It is the state figure by which the drainage pipe was connected with the joint pipe for T character type drainage pipe connection of conventional technology 2. 従来技術3の移送配管結合構造にカップリング構造を結合させた状態を示した分解断面図である。It is the exploded sectional view showing the state where the coupling structure was combined with the transfer piping joint structure of prior art 3. 従来技術3の移送配管結合構造にカップリング構造を結合させた状態を示した結合状態図である。It is the coupling | bonding state figure which showed the state which couple | bonded the coupling structure with the transfer piping coupling | bonding structure of the prior art 3. FIG. 本発明の圧力管連結用継手管のワンタッチ3段締結装置の分解斜視図である。It is a disassembled perspective view of the one-touch 3 step | paragraph fastening apparatus of the joint pipe for pressure pipe connection of this invention. 図4のA−A断面図である。It is AA sectional drawing of FIG. 本発明の圧力管連結用継手管の締結具の斜視図である。It is a perspective view of the fastener of the joint pipe for pressure pipe connection of the present invention. 図4の結合断面図である。FIG. 5 is a cross-sectional view of FIG. 本発明のワンタッチ3段締結の基本概念の説明のための断面図である。It is sectional drawing for description of the basic concept of the one-touch three-step fastening of this invention.

本発明の圧力管連結用継手管のワンタッチ3段締結装置を利用した圧力管の施工方法を添付した図面と共に具体的に説明する。   The construction method of the pressure pipe using the one-touch three-stage fastening device of the joint pipe for pressure pipe connection of the present invention will be specifically described with reference to the accompanying drawings.

(a)圧力管50を設置するために地下をオープンカット方式によって掘削するが、従来とは異なり、別途の作業空間を掘削せずに、圧力管50が設置できる最小限の空間だけ有するように圧力管50の長さ方向に地下を掘削する段階、   (A) Although the underground is excavated by the open cut method in order to install the pressure pipe 50, unlike the conventional case, only a minimum space in which the pressure pipe 50 can be installed is provided without excavating a separate work space. Excavating underground in the length direction of the pressure pipe 50;

(b)圧力管挿入・密着部Aを起点として順次に外側弾性突出部22bと同じ方向の傾斜角を有する多数の係止溝B2が形成された締結具挿入・密着部B、水密ゴムパッキング挿入・密着部C、ブッシング挿入・密着部Dからなる圧力管連結用継手管Jの挿入部Sに、15〜30゜の傾斜角θを有する内側弾性突出部22aと外側弾性突出部22bがそれぞれ一定の間隔で列をなしながら複数個形成されている締結具20と、水密ゴムパッキング30と、そしてブッシング40を、複数の圧力管連結用継手管J1、J2、・・・Jnの左右挿入部SL、SRに挿入・固定し、締結具20の外側弾性突出部22bと、そして、これに対応する前記締結具挿入・密着部Bの直角三角形状の係止溝B2によって摩擦抵抗構造が形成された複数の圧力管連結用継手管J1、J2、・・・Jnを製作する段階、   (B) Fastener insertion / contact portion B, watertight rubber packing insertion in which a large number of locking grooves B2 having an inclination angle in the same direction as the outer elastic protrusion 22b are sequentially formed starting from the pressure tube insertion / contact portion A The inner elastic protrusion 22a and the outer elastic protrusion 22b each having an inclination angle θ of 15 to 30 ° are constant in the insertion portion S of the pressure pipe coupling joint pipe J composed of the close contact portion C and the bushing insertion and close contact portion D. A plurality of fasteners 20, a watertight rubber packing 30, and a bushing 40 formed in a row at intervals of a plurality of pressure pipe connecting joint pipes J1, J2,. The frictional resistance structure is formed by the outer elastic protrusion 22b of the fastener 20 and the right-angled triangular locking groove B2 of the fastener insertion / contact portion B corresponding thereto. Multiple pressures Connecting joint pipe J1, J2, stage of making a ··· Jn,

(c)前記(b)段階で製作された圧力管連結用継手管J1の挿入部SRと、前記内側弾性突出部22aと同じ方向の傾斜角を有する多数の直角三角形状の係止溝52が形成された圧力管K1の端部Lを互いに合せた状態に位置させ、この状態で圧力管挿入装備によって前記圧力管K1の端部Lを前記圧力管連結用継手管J1の挿入部SRに押込み、前記圧力管K1の端部L側に形成された複数個の係止溝52に前記内側弾性突出部22aを弾性挿入・固定する段階、   (C) The insertion portion SR of the pressure pipe coupling joint pipe J1 manufactured in the step (b) and a plurality of right-angled triangular locking grooves 52 having the same inclination angle as the inner elastic protrusion 22a. The formed end L of the pressure pipe K1 is positioned so as to match each other, and in this state, the end L of the pressure pipe K1 is pushed into the insertion part SR of the joint pipe J1 for connecting the pressure pipe by the pressure pipe insertion equipment. , Elastically inserting and fixing the inner elastic protrusion 22a in a plurality of locking grooves 52 formed on the end L side of the pressure tube K1,

(d)前記段階(c)の圧力管K1の端部Rに、前記(b)段階ですでに製作された新たな圧力管連結用継手管J2の挿入部SLを挿入・連結し、圧力管連結用継手管J2の挿入部SLに設けられた内側弾性突出部22aを、圧力管K1の端部R側に形成された多数の直角三角形状の係止溝52に弾性挿入・固定する段階、   (D) Inserting and connecting the insertion portion SL of the new joint pipe J2 for pressure pipe already manufactured in the step (b) to the end R of the pressure pipe K1 in the step (c), Elastically inserting and fixing the inner elastic protrusion 22a provided in the insertion portion SL of the coupling joint pipe J2 in a number of right-angled triangular locking grooves 52 formed on the end R side of the pressure pipe K1;

(e)前記(d)段階の圧力管連結用継手管J2の挿入部SRと、多数の係止溝52が形成された新たな圧力管K2の端部Lを互いに合せた状態に位置させ、この状態で圧力管挿入装備によって前記圧力管K2の端部Lを前記圧力管連結用継手管J2の挿入部SRに押込み、前記圧力管K2の端部L側に形成された複数個の係止溝52に前記内側弾性突出部22aを弾性挿入・固定する段階、   (E) The insertion portion SR of the pressure pipe coupling joint pipe J2 in the step (d) and the end portion L of the new pressure pipe K2 in which a number of locking grooves 52 are formed are positioned in a state where they are aligned with each other. In this state, the end portion L of the pressure tube K2 is pushed into the insertion portion SR of the pressure tube coupling joint tube J2 by the pressure tube insertion equipment, and a plurality of latches formed on the end portion L side of the pressure tube K2. Elastically inserting and fixing the inner elastic protrusion 22a in the groove 52;

(f)前記(e)段階の圧力管K2の端部Rに、前記(b)段階ですでに組み立てられた新たな圧力管連結用継手管J3の挿入部SLを挿入・連結し、前記段階(d)と同一の方式によって挿入・固定する段階、   (F) The insertion portion SL of the new pressure pipe coupling joint J3 already assembled in the step (b) is inserted and connected to the end R of the pressure pipe K2 in the step (e), and the step Inserting and fixing in the same manner as in (d),

(g)前記段階(c)〜段階(f)を繰り返しながら圧力管連結用継手管J4、J5、・・・Jnと、圧力管K3、K4、・・・Knを順次に継手・連結する段階を含むことを特徴とする圧力管連結用継手管のワンタッチ3段締結装置を利用した圧力管の施工方法である。   (G) A step of sequentially coupling and connecting pressure pipe coupling joints J4, J5,... Jn and pressure pipes K3, K4,... Kn while repeating steps (c) to (f). Is a pressure pipe construction method using a one-touch three-stage fastening device for a pressure pipe coupling joint pipe.

ここで、圧力管連結用継手管J1、J2、・・・Jnは、説明の便宜上、圧力管連結用継手管Jの継手順序を示したものであり、これに対応する圧力管K1、K2、・・・Knは、圧力管連結用継手管J1、J2、・・・Jnに一字型圧力管50の挿入・継手順序を示したものである。   Here, the pressure pipe coupling joint pipes J1, J2,... Jn indicate the joint order of the pressure pipe coupling joint pipes J for convenience of explanation, and the corresponding pressure pipes K1, K2, ... Kn indicates the insertion / joint order of the one-shaped pressure pipe 50 to the joint pipes J1, J2, ... Jn for connecting the pressure pipes.

圧力管KのLは、説明の便宜上、圧力管連結用継手管Jと連結される左側圧力管の端部をいい、圧力管KのRは、圧力管連結用継手管Jと連結される右側圧力管の端部をいう。SRは圧力管連結用継手管Jの挿入部Sが右側に位置していることを意味し、SLは圧力管連結用継手管Jの挿入部Sが左側に位置していることを意味する。   For convenience of explanation, L of the pressure pipe K refers to the end of the left pressure pipe connected to the joint pipe J for pressure pipe connection, and R of the pressure pipe K is the right side connected to the joint pipe J for pressure pipe connection. The end of the pressure tube. SR means that the insertion part S of the pressure pipe coupling joint pipe J is located on the right side, and SL means that the insertion part S of the pressure pipe coupling joint pipe J is located on the left side.

さらに、前記(b)段階の締結具20は弾性材質を有するステンレスであり、内側弾性突出部22aと外側弾性突出部22bは締結具20をパンチングして一体に形成し、前記内側弾性突出部22aと外側弾性突出部22bの形状が四角形状または梯形状である一方、内側弾性突出部22aと外側弾性突出部22bに対応する位置に形成された直角三角形状を有する圧力管50の係止溝52と締結具挿入・密着部Bの係止溝B2の傾斜角θが15〜30゜であり、その傾斜角θが直角三角形の垂直線を基準に互いに反対方向に形成されていることを特徴とする圧力管連結用継手管のワンタッチ3段締結装置を利用した圧力管の施工方法である。   Further, the fastener 20 in the step (b) is stainless steel having an elastic material, and the inner elastic protrusion 22a and the outer elastic protrusion 22b are integrally formed by punching the fastener 20, and the inner elastic protrusion 22a. The outer elastic protrusion 22b has a quadrangular shape or a trapezoidal shape, while the locking groove 52 of the pressure tube 50 has a right triangle formed at a position corresponding to the inner elastic protrusion 22a and the outer elastic protrusion 22b. And the inclination angle θ of the locking groove B2 of the fastener insertion / contact portion B is 15 to 30 °, and the inclination angle θ is formed in opposite directions with respect to a vertical line of a right triangle. It is a construction method of a pressure pipe using a one-touch three-stage fastening device for a pressure pipe coupling joint.

また、前記弾性突出部22の両側面部222には圧力管50側に傾いた裏返し防止補強部222aが、そして弾性突出部22の中央部にはV字の頂点が圧力管50側に位置したV字型裏返し防止補強部224が長さ方向に形成されていることを特徴とする圧力管連結用継手管のワンタッチ3段締結装置を利用した圧力管の施工方法である。   Further, both side surface portions 222 of the elastic protrusion 22 are provided with a reverse-preventing reinforcing portion 222a inclined toward the pressure tube 50, and a V-shaped apex is positioned at the pressure tube 50 side at the center of the elastic protrusion 22. A pressure pipe construction method using a one-touch three-stage fastening device for a joint pipe for pressure pipe connection, characterized in that a letter-shaped reversal prevention reinforcing portion 224 is formed in the length direction.

さらに、前記弾性突出部22の両側面部222には挿入された圧力管50の反対方向に傾いた裏返し防止補強部222aが、そして前記弾性突出部22の中央部にはV字の頂点が圧力管50側に位置したV字型の裏返し防止補強部224が長さ方向に形成されていることを特徴とする圧力管連結用継手管のワンタッチ3段締結装置を利用した圧力管の施工方法である。   Further, the both sides 222 of the elastic protrusion 22 are provided with an anti-reverse reinforcing portion 222a inclined in the opposite direction of the inserted pressure tube 50, and a V-shaped apex is provided at the center of the elastic protrusion 22 with a pressure tube. A pressure pipe construction method using a one-touch three-stage fastening device for a joint pipe for pressure pipe, wherein a V-shaped inside-out prevention reinforcing portion 224 located on the 50 side is formed in the length direction. .

また、内側弾性突出部22aと外側弾性突出部22bがパンチング部226を間において両端から突出していながらパンチング部226を互いに共有し、弾性縮小に対して全く妨害されない構造を有することを特徴とする圧力管連結用継手管のワンタッチ3段締結装置を利用した圧力管の施工方法である。   Further, the inner elastic protruding portion 22a and the outer elastic protruding portion 22b share the punching portion 226 while protruding from both ends with the punching portion 226 interposed therebetween, and have a structure that does not interfere with the elastic shrinkage at all. It is a construction method of a pressure pipe using a one-touch three-stage fastening device for a joint pipe for pipe connection.

このように固定構造と、2重の摩擦抵抗構造と、そして水密構造によって有機的抵抗構造体の‘圧力管連結用継手管J’を製作した後、これを連結・継手するため掘削された現場に運んだ後、‘圧力管連結用継手管Jの挿入部Sに圧力管50を一致させ、この状態で圧力管挿入装備を利用して圧力管50を‘圧力管連結用継手管Jに押込むことによってワンタッチ方式によって圧力管50の継手固定が完了することになる。   In this way, after constructing 'pressure pipe coupling joint J' of organic resistance structure with fixed structure, double friction resistance structure and watertight structure, it was excavated to connect and joint this Then, the pressure pipe 50 is aligned with the insertion portion S of the pressure pipe coupling joint pipe J, and in this state, the pressure pipe 50 is pushed into the pressure pipe coupling joint pipe J using the pressure pipe insertion equipment. As a result, the joint fixing of the pressure pipe 50 is completed by the one-touch method.

締結固定が外部に設けられた従来技術は締結構造が複雑であるだけでなく、部品数(ボルト、ナット、フランジクランプ、溶接など)が多くて作業時間が多くかかるが、本発明は締結固定が内部に設置されているため、その構造が簡単になることによってワンタッチ方式の継手固定が可能となる。   The conventional technology in which the fastening and fixing are provided outside has not only a complicated fastening structure but also a large number of parts (bolts, nuts, flange clamps, welding, etc.) and a long working time. Since it is installed inside, the structure can be simplified and one-touch joint fixing becomes possible.

本発明は従来技術とは異なり、別途の作業空間の掘削が必要ないだけでなく、継手固定が装備によるワンタッチ方式であるので作業者が作業空間に入る必要がないため、土砂崩壊による産業災害も発生しない有用な発明である。
Unlike the prior art, the present invention does not require excavation of a separate work space, and since the joint fixing is a one-touch method with equipment, it is not necessary for the worker to enter the work space. This is a useful invention that does not occur.

Claims (10)

圧力管が挿入・連結される挿入部を有する一字型、L型、T型などの圧力管継手管において、
前記圧力管50が挿入される圧力管連結用継手管Jの挿入部Sは、圧力管挿入・密着部Aを起点として順次に締結具挿入・水密ゴムパッキング挿入・ブッシング挿入・密着部Dからなり、
前記挿入部Sの直径は、前記圧力管挿入・密着部Aを起点として外部に向かって徐々に大きくなる形状に形成される一方、締結具挿入・密着部Bに挿入される締結具20と、水密ゴムパッキング挿入・密着部Cに挿入される水密ゴムパッキング30と、そしてブッシング挿入・密着部Dに挿入されるブッシング40によって締結装置10がなり、
前記締結具20には内側弾性突出部22aと外側弾性突出部22bがそれぞれ一定の間隔で列をなしながら複数個形成されており、
前記内側弾性突出部22aの位置に対応する前記圧力管50には前記内側弾性突出部22aと同じ方向の傾斜角を有する係止溝52が、そして前記外側弾性突出部22bの位置に対応する前記締結具挿入・密着部Bには前記外側弾性突出部22bと同じ方向の傾斜角を有する係止溝B2がそれぞれ形成されており、
前記圧力管50の係止溝52は、前記圧力管50の挿入時に妨害されない形状を持ちながら流体圧の作用時には前記圧力管50の離脱を抵抗する直角三角形状であり、
前記締結具挿入・密着部Bの係止溝B2は、前記締結具挿入・密着部Bに前記締結具20の挿入時に妨害されない形状を持ちながら流体圧の作用時に前記圧力管連結用継手管Jの離脱を抵抗する直角三角形状であり、
前記圧力管50の係止溝52と前記締結具挿入・密着部Bの係止溝B2に前記内側弾性突出部22aと前記外側弾性突出部22bがそれぞれ挿入されて2重の摩擦抵抗構造をなしながら前記圧力管50の離脱を抵抗する、
ことを特徴とする圧力管連結用継手管のワンタッチ3段締結装置。
For pressure pipe joint pipes of one-letter type, L type, T type, etc., having an insertion part into which the pressure pipe is inserted / connected,
The insertion portion S of the pressure tube coupling joint pipe J into which the pressure tube 50 is inserted is composed of a fastener insertion, a watertight rubber packing insertion, a bushing insertion, and a close contact portion D in sequence starting from the pressure tube insertion and close contact portion A. ,
The diameter of the insertion portion S is formed into a shape that gradually increases toward the outside starting from the pressure tube insertion / contact portion A, while the fastener 20 inserted into the fastener insertion / contact portion B; The fastening device 10 is constituted by the watertight rubber packing 30 inserted into the watertight rubber packing insertion / contact portion C and the bushing 40 inserted into the bushing insertion / contact portion D,
A plurality of inner elastic protrusions 22a and outer elastic protrusions 22b are formed on the fastener 20 in rows at regular intervals,
The pressure tube 50 corresponding to the position of the inner elastic protrusion 22a has a locking groove 52 having an inclination angle in the same direction as the inner elastic protrusion 22a, and the position corresponding to the position of the outer elastic protrusion 22b. The fastener insertion / contact portion B is formed with a locking groove B2 having an inclination angle in the same direction as the outer elastic protrusion 22b,
The locking groove 52 of the pressure pipe 50 has a shape that is not obstructed when the pressure pipe 50 is inserted, and has a right triangle shape that resists detachment of the pressure pipe 50 when fluid pressure is applied.
The locking groove B2 of the fastener insertion / contact portion B has a shape that is not obstructed when the fastener 20 is inserted into the fastener insertion / contact portion B, and the pressure pipe connection joint pipe J is applied when fluid pressure is applied. It is a right triangle that resists the detachment of
The inner elastic protrusion 22a and the outer elastic protrusion 22b are respectively inserted into the locking groove 52 of the pressure tube 50 and the locking groove B2 of the fastener insertion / contact portion B to form a double friction resistance structure. While resisting detachment of the pressure tube 50,
A one-touch three-stage fastening device for a joint pipe for connecting a pressure pipe.
前記内側弾性突出部22aと前記外側弾性突出部22bの傾斜角θと、そして前記圧力管50の係止溝52と前記締結具挿入・密着部Bの係止溝B2の傾斜角θが同一であるように形成する、ことを特徴とする請求項1に記載の圧力管連結用継手管のワンタッチ3段締結装置。   The inclination angle θ of the inner elastic protrusion 22a and the outer elastic protrusion 22b and the inclination angle θ of the engagement groove 52 of the pressure tube 50 and the engagement groove B2 of the fastener insertion / contact portion B are the same. The one-touch three-stage fastening device for a pressure pipe coupling joint pipe according to claim 1, wherein the one-touch three-stage fastening apparatus is formed as described above. 前記締結具20は弾性材質を有するステンレスであり、前記内側弾性突出部22aと前記外側弾性突出部22bは、前記締結具20をパンチングして一体に形成し、前記内側弾性突出部22aと前記外側弾性突出部22bの傾斜角θが15〜30°となるようにする、ことを特徴とする請求項1または2に記載の圧力管連結用継手管のワンタッチ3段締結装置。   The fastener 20 is stainless steel having an elastic material, and the inner elastic protrusion 22a and the outer elastic protrusion 22b are integrally formed by punching the fastener 20, and the inner elastic protrusion 22a and the outer elastic protrusion 22a are integrally formed. 3. The one-touch three-stage fastening device for a pressure pipe coupling joint pipe according to claim 1, wherein an inclination angle θ of the elastic protrusion 22 b is 15 to 30 °. 前記内側弾性突出部22aと前記外側弾性突出部22bの形状は四角形状または梯形状であり、
前記内側弾性突出部22aと前記外側弾性突出部22bに対応する位置に形成された前記圧力管50の係止溝52と前記締結具挿入・密着部Bの係止溝B2の傾斜角θが15〜30°となるようにし、
また直角三角形状を有する前記圧力管50の係止溝52と前記締結具挿入・密着部Bの係止溝B2の傾斜角θが直角三角形の垂直線を基準に互いに反対方向に形成されている、ことを特徴とする請求項1または2に記載の圧力管連結用継手管のワンタッチ3段締結装置。
The inner elastic protrusion 22a and the outer elastic protrusion 22b have a quadrangular shape or a trapezoidal shape,
The inclination angle θ of the locking groove 52 of the pressure tube 50 and the locking groove B2 of the fastener insertion / contact portion B formed at positions corresponding to the inner elastic protrusion 22a and the outer elastic protrusion 22b is 15; To be ~ 30 °,
In addition, the inclination angle θ of the locking groove 52 of the pressure tube 50 having a right triangle shape and the locking groove B2 of the fastener insertion / contact portion B is formed in opposite directions with respect to the vertical line of the right triangle. The one-touch three-stage fastening device for a pressure pipe coupling joint pipe according to claim 1 or 2.
前記内側弾性突出部22aと前記外側弾性突出部22bがパンチング部226を間において両端から突出しており、前記パンチング部226を互いに共有しつつ弾性縮小に対して全く妨害されない構造を有する、
ことを特徴とする請求項4に記載の圧力管連結用継手管のワンタッチ3段締結装置。
The inner elastic protruding portion 22a and the outer elastic protruding portion 22b protrude from both ends with the punching portion 226 interposed therebetween, and have a structure that does not interfere with the elastic reduction at all while sharing the punching portion 226 with each other.
The one-touch three-stage fastening device for a joint pipe for connecting a pressure pipe according to claim 4.
前記内側弾性突出部22aと前記外側弾性突出部22bの両側面部222には挿入された前記圧力管50と反対方向に傾いた裏返し防止補強部222aが長さ方向に形成されていることを特徴とする請求項2に記載の圧力管連結用継手管のワンタッチ3段締結装置。   An inside-out prevention reinforcing portion 222a inclined in the opposite direction to the inserted pressure tube 50 is formed in the length direction on both side surface portions 222 of the inner elastic protrusion portion 22a and the outer elastic protrusion portion 22b. The one-touch three-stage fastening device for a pressure pipe coupling joint pipe according to claim 2. 前記内側弾性突出部22aと前記外側弾性突出部22bの中央部にはV字の頂点が前記圧力管50側に位置したV字型裏返し防止補強部224が形成されていることを特徴とする請求項6に記載の圧力管連結用継手管のワンタッチ3段締結装置。   The center of the inner elastic protrusion 22a and the outer elastic protrusion 22b is formed with a V-shaped overturn prevention reinforcing part 224 having a V-shaped apex located on the pressure tube 50 side. Item 7. A one-touch three-stage fastening device for a joint tube for connecting a pressure tube according to Item 6. (a)圧力管50を設置するために地下をオープンカット方式によって掘削し従来とは異なり、別途の作業空間を掘削せずに、前記圧力管50が設置できる最小限の空間だけを有するように前記圧力管50の長さ方向に地下を掘削する段階、
(b)圧力管挿入・密着部Aを起点として順次に外側弾性突出部22bと同じ方向の傾斜角を有する多数の係止溝B2が形成された締結具挿入・密着部B、水密ゴムパッキング挿入・密着部C、ブッシング挿入・密着部Dからなる圧力管連結用継手管Jの挿入部Sに、締結具20と、水密ゴムパッキング30と、そしてブッシング40を順次に挿入・固定し、15〜30°の傾斜角θを有する内側弾性突出部22aと前記外側弾性突出部22bがそれぞれ一定の間隔で列をなしながら複数個形成されている前記締結具20の挿入・固定は、前記外側弾性突出部22bがこれに対応する前記締結具挿入・密着部Bの直角三角形状の係止溝B2に弾性挿入・固定されるようにして流体圧作用時に前記圧力管50の離脱を抵抗する抵抗構造を前記圧力管の継手部J1、J2、J3、・・・・・Jnに組み立て・設置する段階、
(c)前記(b)段階で製作された前記圧力管連結用継手管J1の挿入部SRと、前記内側弾性突出部22aと同じ方向の傾斜角を有する多数の直角三角形状の係止溝52が形成された圧力管K1の端部Lを互いに合わせた状態に位置させ、この状態で圧力管挿入装備によって前記圧力管K1の端部Lを前記圧力管連結用継手管J1の挿入部SRに押込み、前記圧力管K1の端部L側に形成された複数個の前記係止溝52に前記内側弾性突出部22aが弾性挿入・固定されるようにする段階、
(d)前記段階(c)の前記圧力管K1の端部Rに、前記(b)段階ですでに組み立てられた新たな圧力管連結用継手管J2の挿入部SLを挿入・連結し、前記圧力管連結用継手管J2の挿入部SLに設けられた前記内側弾性突出部22aが、前記圧力管K1の端部R側に形成された多数の直角三角形状の前記係止溝52に弾性挿入・固定されるようにする段階、
(e)前記(d)段階の前記圧力管連結用継手管J2の挿入部SRと、多数の前記係止溝52が形成された新たな圧力管K2の端部Lを互いに合わせた状態に位置させ、この状態で圧力管挿入装備によって前記圧力管K2の端部Lを前記圧力管連結用継手管J2の挿入部SRに押込み、前記圧力管K2の端部L側に形成された複数個の前記係止溝52に前記内側弾性突出部22aが弾性挿入・固定されるようにする段階、
(f)前記(e)段階の前記圧力管K2の端部Rに、前記(b)段階ですでに組み立てられた新たな圧力管連結用継手管J3の挿入部SLを挿入・連結し、前記段階(d)と同一の方式によって挿入・固定されるようにする段階、および
(g)前記段階(c)〜段階(f)を繰り返しながら圧力管連結用継手管J4、J5、・・・Jnと圧力管K3、K4、・・・Knを順次に継手・連結する段階を含むことを特徴とする圧力管連結用継手管のワンタッチ3段締結装置を利用した圧力管の施工方法。
(A) In order to install the pressure pipe 50, the underground is excavated by an open cut method, and unlike the conventional case, only the minimum space in which the pressure pipe 50 can be installed is provided without excavating a separate work space. Excavating underground in the length direction of the pressure pipe 50;
(B) Fastener insertion / contact portion B, watertight rubber packing insertion in which a large number of locking grooves B2 having an inclination angle in the same direction as the outer elastic protrusion 22b are sequentially formed starting from the pressure tube insertion / contact portion A A fastener 20, a watertight rubber packing 30, and a bushing 40 are sequentially inserted and fixed in an insertion portion S of a pressure pipe coupling joint pipe J composed of a close contact portion C, a bushing insertion and a close contact portion D. Insertion and fixing of the fastener 20 in which a plurality of inner elastic protrusions 22a and outer elastic protrusions 22b having an inclination angle θ of 30 ° are formed in rows at regular intervals is performed by the outer elastic protrusions. A resistance structure that resists detachment of the pressure pipe 50 during fluid pressure action by elastically inserting and fixing the portion 22b in the right-angled triangular locking groove B2 of the fastener insertion / contact portion B corresponding thereto. The pressure Steps for assembling and installing pipe joints J1, J2, J3, ... Jn,
(C) A number of right-angled triangular locking grooves 52 having an inclination angle in the same direction as the insertion portion SR of the pressure pipe coupling joint tube J1 manufactured in the step (b) and the inner elastic protrusion 22a. The end portion L of the pressure pipe K1 formed with is positioned in a state where they are aligned with each other, and in this state, the end portion L of the pressure pipe K1 is inserted into the insertion portion SR of the joint pipe J1 for connecting the pressure pipe. Pushing, and allowing the inner elastic protrusions 22a to be elastically inserted and fixed in the plurality of locking grooves 52 formed on the end L side of the pressure tube K1,
(D) Insert and connect the insertion portion SL of the new pressure pipe coupling joint pipe J2 already assembled in the step (b) to the end R of the pressure pipe K1 in the step (c), The inner elastic protrusion 22a provided in the insertion portion SL of the pressure pipe coupling joint pipe J2 is elastically inserted into the plurality of right-angled triangular locking grooves 52 formed on the end R side of the pressure pipe K1.・ Stage to fix,
(E) The insertion portion SR of the pressure pipe coupling joint pipe J2 in the step (d) and the end portion L of the new pressure pipe K2 in which a large number of the locking grooves 52 are formed are positioned in a state of being aligned with each other. In this state, the end portion L of the pressure tube K2 is pushed into the insertion portion SR of the joint tube J2 for connecting the pressure tube by the pressure tube insertion equipment, and a plurality of portions formed on the end portion L side of the pressure tube K2 are pushed. The inner elastic protrusion 22a is elastically inserted and fixed in the locking groove 52;
(F) Insert and connect the insertion portion SL of the new pressure pipe coupling joint pipe J3 already assembled in the step (b) to the end R of the pressure pipe K2 in the step (e), A step of inserting and fixing in the same manner as in step (d); and (g) pressure pipe coupling joints J4, J5,... Jn while repeating steps (c) to (f). And pressure pipes K3, K4,... Kn are sequentially joined and connected, and a pressure pipe construction method using a one-touch three-stage fastening device for a joint pipe for pressure pipe connection.
前記(b)段階の前記締結具20は弾性材質を有するステンレスであり、前記内側弾性突出部22aと前記外側弾性突出部22bは前記締結具20をパンチングして一体に形成し、前記内側弾性突出部22aと前記外側弾性突出部22bの形状は四角形状または梯形状である一方、前記内側弾性突出部22aと前記外側弾性突出部22bに対応する位置に形成された直角三角形状を有する前記圧力管50の係止溝52と締結具挿入・密着部Bの係止溝B2の傾斜角θが15〜30°であり、その傾斜角θが直角三角形の垂直線を基準に互いに反対方向に形成されていることを特徴とする請求項8に記載の圧力管連結用継手管のワンタッチ3段締結装置を利用した圧力管の施工方法。   The fastener 20 in the step (b) is stainless steel having an elastic material, and the inner elastic protrusion 22a and the outer elastic protrusion 22b are integrally formed by punching the fastener 20, and the inner elastic protrusion The pressure tube having a right triangular shape formed at a position corresponding to the inner elastic protrusion 22a and the outer elastic protrusion 22b, while the shape of the portion 22a and the outer elastic protrusion 22b is a square shape or a ladder shape. The inclination angle θ of the 50 engaging grooves 52 and the engaging groove B2 of the fastener insertion / contact portion B is 15 to 30 °, and the inclination angles θ are formed in opposite directions with respect to a vertical line of a right triangle. A pressure pipe construction method using the one-touch three-stage fastening device for a pressure pipe coupling joint pipe according to claim 8. 前記内側弾性突出部22aと前記外側弾性突出部22bがパンチング部226を間において両端から突出しており、前記パンチング部226を互いに共有し弾性縮小に対して全く妨害されない構造を有することを特徴とする請求項8または9に記載の圧力管連結用継手管のワンタッチ3段締結装置を利用した圧力管の施工方法。
The inner elastic protrusion 22a and the outer elastic protrusion 22b protrude from both ends with a punching portion 226 interposed therebetween, and have a structure in which the punching portion 226 is shared and is not obstructed at all with respect to elastic reduction. The construction method of the pressure pipe using the one-touch three-stage fastening apparatus of the joint pipe for pressure pipe connection of Claim 8 or 9.
JP2015528379A 2012-08-24 2013-05-24 One-touch three-stage fastening device for joint pipe for pressure pipe connection and pressure pipe construction method using the same Expired - Fee Related JP6005862B2 (en)

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KR101207634B1 (en) 2012-12-03
CN104813089A (en) 2015-07-29
CN104813089B (en) 2017-05-10
WO2014030829A1 (en) 2014-02-27

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