JP6623472B2 - Repair joint and repair method of leaky joint - Google Patents

Repair joint and repair method of leaky joint Download PDF

Info

Publication number
JP6623472B2
JP6623472B2 JP2015170567A JP2015170567A JP6623472B2 JP 6623472 B2 JP6623472 B2 JP 6623472B2 JP 2015170567 A JP2015170567 A JP 2015170567A JP 2015170567 A JP2015170567 A JP 2015170567A JP 6623472 B2 JP6623472 B2 JP 6623472B2
Authority
JP
Japan
Prior art keywords
joint
pipe
seal
wedge
seal ring
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
JP2015170567A
Other languages
Japanese (ja)
Other versions
JP2017048815A (en
Inventor
池田 信太郎
信太郎 池田
進一 淺田
進一 淺田
幸典 森川
幸典 森川
明人 三鬼
明人 三鬼
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Victaulic Co of Japan Ltd
Original Assignee
Victaulic Co of Japan Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Victaulic Co of Japan Ltd filed Critical Victaulic Co of Japan Ltd
Priority to JP2015170567A priority Critical patent/JP6623472B2/en
Publication of JP2017048815A publication Critical patent/JP2017048815A/en
Application granted granted Critical
Publication of JP6623472B2 publication Critical patent/JP6623472B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Pipe Accessories (AREA)
  • Joints Allowing Movement (AREA)
  • Gasket Seals (AREA)

Description

本発明は、液体を流通する配管からの漏洩部位を含む補修対象の漏洩継手に曲がり変位がある場合の補修用継手であって、当該継手の管軸芯ずれに対応する個別仕様の注文製作を要せず、迅速かつ経済的に補修を可能とする補修用継手及び漏洩継手部位の補修方法に関する。   The present invention relates to a repair joint in which a leakage joint to be repaired including a leak site from a pipe through which a liquid flows has a bending displacement, and which is made to order according to individual specifications corresponding to a pipe axis misalignment of the joint. The present invention relates to a repair joint and a method of repairing a leaky joint portion that can be repaired quickly and economically without the need.

水道管や工業用配管などの埋設後、経年変化、地盤の変動により、パッキングや管体あるいは継手部の老化、腐食、衝撃等に原因した亀裂や損耗、溶接部の劣化は管を流通する液体の漏洩の原因となる。漏洩発生時における補修方法として従来の典型的な方法は、故障部分を場合によっては切出し、交換することであり、交換によって破損ないし損耗した部体を更新し、従前通りの管路に復元する。一般的に水や工業用液材などが流通している管路においては、このような補修が発生するとその流通を遮断しなければならず、当該管路系を利用する下流域全般の生活ないし営業に支障を来す不都合がある。又、目的の部体を交換するためには当該部体に接続された隣接部体に対してもそれなりの手当てを施すことが必要であるからその総工数は大であり、特に埋設管などにおいては著しく大きな工数を必要とする。   After burying water pipes or industrial pipes, cracks and wear due to aging, corrosion, impact, etc. of packings and pipes or joints due to aging and ground fluctuations, and deterioration of welded parts are caused by liquid flowing through pipes. Cause leakage. In the past, a typical method of repairing when a leak occurs is to cut out and replace a faulty part in some cases, update a damaged or worn part by replacement, and restore it to a conventional pipe line. In general, in such pipelines through which water or industrial liquid materials are distributed, when such repairs occur, the distribution must be cut off, and the life and general life of the downstream area using the pipeline system must be cut off. There are inconveniences that hinder sales. In addition, in order to replace the target body, it is necessary to apply a certain amount of care to the adjacent body connected to the relevant body, so that the total man-hour is large, especially for buried pipes and the like. Requires extremely large man-hours.

ところで、液体を流通する配管からの漏洩の対応方法を改善するものとして、漏洩部位を含む補修対象継手全体を覆い被せる補修継手を取り付けるというものが提案されている。この提案は前段の問題点を解消し得るものである(非特許文献1)。継手から液体が漏洩する場合には、当該継手の管軸芯ずれによって継手部から漏洩することが多い。漏洩部位を含む補修対象継手全体を覆ういわば二重管を補修用継手で構成するものである。この場合には二重管の外管に相当する補修管を当該補修対象管(漏洩管)によって支持する構造とすると、当該補修対象管継手の管軸に芯ずれが限度を超えると補修管が直管では対応できなくなってしまう。この二重管構成のうち補修対象管(漏洩管)を内包する補修管である外管によって漏洩管を外部から遮断する二重配管構造は、例えば、特許文献1の二つ割り構造のものが知られる。この構造は、分割されたハウジングとハウジング組立時に形成されるシールを収容する受入部内に収容されるシールリングより成り、前記各ハウジングにおける分割端面内径側に保持部を形成して上記シールリングの分割端部に形成された突出シール部を受入れ、前記シールリングは該突出シール部の両端部間に複数の紐状をなすリングシール部が補修部外周を囲んで一体的に形成し得る構成とされる。   By the way, as a method of improving a method of dealing with leakage from a pipe through which a liquid flows, a method of attaching a repair joint that covers the entire joint to be repaired including a leak site has been proposed. This proposal can solve the above-mentioned problem (Non-Patent Document 1). When liquid leaks from a joint, it often leaks from the joint due to misalignment of the pipe axis of the joint. A so-called double pipe is formed of the repair joint so as to cover the entire repair target joint including the leak site. In this case, if the repair pipe corresponding to the outer pipe of the double pipe is supported by the repair target pipe (leakage pipe), if the misalignment of the pipe axis of the repair target fitting exceeds the limit, the repair pipe will A straight pipe cannot be used. Among the double pipe structures, a double pipe structure in which a leak pipe is shut off from the outside by an outer pipe which is a repair pipe containing a repair target pipe (leak pipe) is known, for example, a split pipe structure disclosed in Patent Document 1. . This structure includes a divided housing and a seal ring accommodated in a receiving portion for accommodating a seal formed at the time of assembling the housing, and forming a holding portion on the inner diameter side of the divided end surface of each housing to divide the seal ring. The projecting seal portion formed at the end portion is received, and the seal ring is configured such that a plurality of string-shaped ring seal portions between both end portions of the projecting seal portion are formed integrally around the repair portion outer periphery. You.

ところが、このような構成でシール構造を採用しても補修部外周を支持基準とすれば、当該補修対象の継手部位に曲がり変位があり、接続する両側管軸に芯ずれがあって、曲がり角度が限度を超える場合には、前記シール部に隙間が発生しここで漏れが発生してしまう。ここに当該補修対象の配管の継手接続部での管軸芯ずれに沿った補修管を個別仕様の注文製作により継手部での曲がりを考慮して都度設計・製作する必要が生ずるのである。すなわち、段落0002切出しによる補修方法も前段落の補修方法も、従来の補修に使用される継手は補修対象継手の変位状況を計測した後、其の変位に合わせ設計するのが芯ずれがある場合の基本対応である。   However, even if a seal structure is adopted in such a configuration, if the outer periphery of the repair portion is used as a support standard, there is a bending displacement at the joint portion to be repaired, and there is a misalignment in both connecting pipe shafts, and the bending angle Is larger than the limit, a gap is generated in the seal portion, and leakage occurs here. Here, it is necessary to design and manufacture a repair pipe along the pipe axis deviation at the joint connection part of the pipe to be repaired by taking into account the bending at the joint part by custom-made by custom specification. In other words, in both the repair method by cutting out paragraph 0002 and the repair method in the previous paragraph, the joint used for the conventional repair is measured after measuring the displacement state of the joint to be repaired, and it is necessary to design according to the displacement with misalignment This is the basic correspondence.

このように芯ずれがある場合に、周方向に沿って厚みが変化する偏肉パッキンを用いて偏りに対応する提案もされているが(特許文献2:特開2012−37041)、芯ずれにぴったり収まる偏肉パッキンなるものを用意することもなかなか難しい。そうなると特許文献1の提案でも、例えば、補修対象の配管が水道管のように道路に埋設されているような場合には、一度、試し掘りを行いその変位状況を測定する。掘削し継手の管軸に曲がり角度を測定し、漏洩管の管軸芯ずれに沿った補修管を個別仕様の注文製作をする必要があり、その期間に通常2ヶ月は要し再度の補修工事の掘削という手間と経済的負担が発生する。一時的な対応として、漏洩部に充填物を詰める方法をとることは出来ても、完全に、持続的に漏洩を防止することが困難で、老化、腐食などに原因した漏洩の場合には却って漏洩個所を拡大することもあり、特に近時において相当の高圧条件で送給されているような管路においては殆んど採用できないし、いずれにしても、短期間内に再度補修することが必要で、その間にも漏洩は完全には止められないおそれはあるし、そうなれば資源の無駄という問題があった。   When there is such a misalignment, a proposal has been made to cope with the misalignment by using an uneven packing whose thickness changes along the circumferential direction (Patent Document 2: Japanese Patent Application Laid-Open No. 2012-37041). It is also difficult to prepare a packing that fits tightly. Then, even in the proposal of Patent Document 1, for example, when the pipe to be repaired is buried in a road like a water pipe, trial digging is performed once and the displacement state is measured. It is necessary to excavate and measure the bending angle on the pipe axis of the joint, and it is necessary to make a custom-made repair pipe along the pipe axis misalignment of the leak pipe. During that period, it usually takes 2 months and repair work is required again Excavation requires labor and economic burden. As a temporary measure, although it is possible to take the method of filling the leaking part with packing material, it is difficult to prevent leakage completely and continuously, and in the case of leakage due to aging, corrosion, etc. Leakage points may be enlarged, and they can hardly be used, especially in pipelines that have recently been supplied under considerable high pressure conditions, and in any case, they can be repaired again within a short period of time. It is necessary, and during that time the leakage may not be completely stopped, and in that case, there is a problem of waste of resources.

特開平5−118491JP-A-5-118491 特開2012−37041JP 2012-37041A

http://www.victaulic.co.jp/products/repair_rs.html、「補修継手、リペアスリーブ RS型 製品カタログ 」「日本ヴィクトリック株式会社、ホームページ,平成27年7月15日http://www.victaulic.co.jp/products/repair_rs.html, “Repair fittings, repair sleeve RS type product catalog”, “Nippon Victoria Co., Ltd., website, July 15, 2015.

本願発明は、たとえ補修を要する管路に芯ずれ、事後的にミスアライメントが生じ、継手部分で漏洩が発生しても、当該漏洩継手部位の迅速に、流通している管路においては、その流通を遮断する必要もなく、補修効果が持続的で経済的な補修用継手及び漏洩継手の補修方法を提供する。本願発明によれば、補修対象が埋設されている場合でもその変位状況の計測のみを目的とする試掘を必要とせず、流通液体の漏洩に対して即座の永続的な補修対応が可能である。   The invention of the present application is intended to solve the problem that even if a pipe requiring repair is misaligned, a misalignment occurs afterwards and a leak occurs at a joint portion, the leaked joint portion is quickly circulated in the flowing pipe. The present invention provides a repair joint and a repair method for a leaky joint that do not need to cut off the circulation and have a continuous repair effect and are economical. ADVANTAGE OF THE INVENTION According to this invention, even if a repair target is buried, it is not necessary to perform a test excavation only for the purpose of measuring the displacement state, and it is possible to immediately and permanently repair the leakage of the flowing liquid.

この課題を解決した本発明は以下のとおりである。
[請求項1記載の発明]
漏洩継手部位の補修に用いる分割ハウジングであって、
前記ハウジングの組み立てによって形成される一方の管路開口端中心から継手部中心に向う管路中心線と他方の管路開口端中心から継手部中心に向う管路中心線とがなす交叉角は漏洩継手の両側の管路の曲がり角に対する所定の許容値内に収まる曲がり角範囲内の交叉角を形成するものであって、
前記各ハウジングの分割端面内径側にはシールリング受入部を有し、
前記分割ハウジングの組立て時に、前記シールリング受入部及びこれに対向する漏洩管外周面とでシールリング保持部が形成される分割ハウジングを備え、
シールリング保持部内に、くさび形断面形の弾性体シールリングであって管軸方向の締結力及び内封液圧によって液封シール圧を自己増圧させるくさび斜面とシール当接面の少なくとも一方に自己増圧溝を備えるシールリングを二個、それらのくさび斜面同士を当接させ対向配設する、ことを特徴とする補修用継手。
The present invention that solves this problem is as follows.
[Invention according to claim 1]
A split housing used for repairing a leak joint portion,
The intersection angle formed by the pipe center line from the center of one pipe opening end toward the center of the joint part formed by the assembly of the housing and the center line of the pipe line from the center of the other pipe opening end to the center of the joint part is leaky. Forming a crossover angle within a range of bend angles that fall within a predetermined tolerance for the bend angles of the conduits on both sides of the joint,
Each of the housings has a seal ring receiving portion on the inner diameter side of the divided end face,
When assembling the split housing, the split housing includes a split housing in which a seal ring holding portion is formed by the seal ring receiving portion and an outer peripheral surface of the leakage pipe opposed thereto.
In the seal ring holding portion, at least one of a wedge slope and a seal contact surface, which is a wedge-shaped elastic seal ring and self-increases a liquid seal pressure by a fastening force in a pipe axis direction and a sealing liquid pressure. A repair joint characterized in that two seal rings having self-intensifying grooves are arranged facing each other with their wedge slopes in contact with each other.

[発明の作用効果]
請求項1記載の発明は、補修対象継手に曲がり変位が発生している場合にも補修継手を囲むように取り付けて、管内の流通液体の漏出、環境への流出をハウジング内で止液することを可能とする漏洩継手部位の補修用継手を規定する。
[Effects of the Invention]
According to the first aspect of the present invention, even when the joint to be repaired is bent and displaced, it is attached so as to surround the repaired joint, and leakage of the flowing liquid in the pipe and outflow to the environment are stopped in the housing. A joint for repairing a leaky joint site that enables the joint is specified.

本発明の補修継手のハウジングと外部環境との当接部は、補修対象の漏洩管の周方向(補修対象の漏洩管が水平設置管であれば水平方向)で分割されて、ねじ等の締結手段で組立締結されるハウジング締結面の第一のシール部と、軸方向にねじ等の締結手段で締結される補修対象の漏洩管の外径面とハウジング内面の当接面の第二の軸方向シール部がある。   The abutting portion between the housing of the repair joint of the present invention and the external environment is divided in the circumferential direction of the leak pipe to be repaired (horizontal direction if the leak pipe to be repaired is a horizontally installed pipe) and fastened with screws or the like. A first seal portion of a housing fastening surface assembled and fastened by means, and a second shaft of an abutting surface between an outer diameter surface of a leakage pipe to be repaired and an inner surface of the housing fastened by fastening means such as a screw in an axial direction. There is a directional seal.

このうち、第一のシール部は締結平面であり、シール内空間に補修対象の漏洩管が配置される関係が満たされている。第二の軸方向シール部は、補修対象継手が埋設されている場合で曲がり変位がある場合には、補修対象の漏洩管の外径面とハウジング内面の距離が円周方向で偏心し、均一断面形状のシールであれば、例えば、上端部と下端部でシール断面距離が偏心で異なるものとなり、曲がり変位が大きな場合には、大きな離隔の方のシール部位で液漏れが発生しやすいはずであるが、本発明では、第二のシール部には、くさび形断面形の弾性体シールリングであってくさび斜面に溝を有するシールリングを用い、くさび斜面を当接させ対向配設し、管軸方向に作用する締付力及び内封液圧によって液封シール圧増加させる自己増圧機能を備えるから、軸方向締結手段によりシール圧が増え、曲がり角が大きく、大きな離隔が生ずるシール部位では対向する斜面をくさび形断面形の弾性体シールリングがずり上がり、当該離隔で生ずる隙間を埋める方向へシール部材が移動する。   Of these, the first seal portion is a fastening plane, which satisfies the relationship that the leakage pipe to be repaired is arranged in the space inside the seal. In the second axial seal portion, when the joint to be repaired is buried and there is a bending displacement, the distance between the outer diameter surface of the leakage pipe to be repaired and the inner surface of the housing is eccentric in the circumferential direction, and is uniform. If the seal has a cross-sectional shape, for example, the seal cross-sectional distance at the upper end and the lower end will be eccentrically different, and if the bending displacement is large, liquid leakage should be likely to occur at the seal part with a large separation. However, in the present invention, a wedge-shaped elastic seal ring having a groove on the wedge slope is used for the second seal portion, and the wedge slope is abutted and disposed opposite to the pipe, It has a self-pressure-increasing function that increases the liquid-sealing seal pressure by the tightening force acting in the axial direction and the sealing liquid pressure. You Slope an elastic sealing ring of the wedge cross-sectional shape is ride up, the seal member moves in a direction to fill the gap that occurs in the separation.

曲がり変位がある場合と同様の不都合は、補修対象の漏洩管が周囲から受ける力により真円断面形から扁平に変形していたりする場合もパラレルに発生するが、同様の作用効果により問題点が解消し得る。加えて、シールリングは、そのくさび斜面に溝を有し、内封する液体がハウジングに充満してハウジング内液圧が上昇すれば、当該シール面の溝内で増す液圧により、溝内面が脹らみ、周囲で当接するシール面のシール圧が増大し、シール能力が増す。すなわち、静的にシール断面が管中心に円対称形でなく真円断面形から扁平に変形していても、扁平のため隙間が大きければ、その部位にあるシール部材は、対向する斜面をくさび形断面形の弾性体シールリングがずり上がり、隙間を埋める方向へ移動し、さらに、内封する液体がハウジングに充満してハウジング内液圧が多少なりとも上昇すれば、当該溝内で増す液圧により、溝内面が脹らみ、周囲で当接するシール面のシール圧が増大し、シール能力が増し、シール圧に応じてくさび斜面溝の大きさが均一圧になるように自動変形するから、据付時のハウジングの締結にさほど神経質にならずとも、つまり、高い精度は必要とせず現場での施工管理の許容度が高く、曲がり変位が発生していても、管がある程度扁平になっていても、所望のシール効果が適切に得られるという効果がある。   The same inconvenience as the case where there is a bending displacement occurs in parallel when the leak pipe to be repaired is deformed from a perfect circular cross section to a flat shape due to the force received from the surroundings. Can be resolved. In addition, the seal ring has a groove on the wedge slope, and when the liquid to be sealed fills the housing and the liquid pressure in the housing rises, the liquid pressure increases in the groove on the seal surface, so that the groove inner surface is formed. Inflated, the sealing pressure of the sealing surface that comes into contact with the surroundings increases, and the sealing ability increases. In other words, even if the seal cross section is statically deformed from the true circular cross section to the center of the pipe, instead of being circularly symmetric, if the gap is large due to the flatness, the seal member at that location will wedge the opposite slope. If the elastic seal ring of the cross section rises and moves in the direction to fill the gap, and the liquid to be sealed fills the housing and the liquid pressure inside the housing rises somewhat, the liquid that increases in the groove will increase. Due to the pressure, the inner surface of the groove expands, the sealing pressure on the sealing surface that comes into contact with the surroundings increases, the sealing capacity increases, and the wedge slope groove automatically deforms according to the sealing pressure so that the size of the wedge slope groove becomes uniform. However, even when the housing is not so nervous at the time of installation, high accuracy is not required and construction management on the site is highly tolerable, and even if bending displacement occurs, the pipe is somewhat flat. Even desired Sealing effect is an effect that properly obtained.

以上の作用により、補修対象継手が埋設されている場合に掘削前に曲がり変位が不明の場合でも、管の偏平が不明の場合であっても、試し掘りをする事なく一度の掘削で、補修対象の漏洩管の変位が所定の曲がり角の限度内であることを変位計測により確認できれば、緊急に永続的な補修が可能となるという効果が得られる。   With the above operation, even if the bending displacement is unknown before excavation when the joint to be repaired is buried or the flatness of the pipe is unknown, it can be repaired by one excavation without trial digging If it can be confirmed by the displacement measurement that the displacement of the target leak pipe is within the limit of the predetermined bend angle, an effect that urgent and permanent repair is possible is obtained.

[請求項2記載の発明]
予め漏洩継手の両側の管路の曲がり角のうち所定の許容値内に収まる曲がり角範囲を決定する曲がり角設定段階と、
分割ハウジングであって、組立時に前記ハウジングの内部に形成される管路は当該管路の一方の開口端中心から継手部中心に向う管路中心線と他方の開口端中心から継手部中心に向う管路中心線とがなす交叉角が当該交叉角に対して前記曲がり角範囲内の交叉角に形成されるべき管路となる空隙部を形成し、前記ハウジングの分割端面内径側と当該漏洩管外周面とでシールリング保持部を形成するシールリング受入部を備える分割ハウジングを予め用意する準備段階と、
補修対象の継手の変位測定値を用い、当該継手の両側の管路の曲がり角が前記所定の曲がり角以下であることの検定を含む組立段階前段と、
前記シールリング保持部内に、くさび形断面形で弾性体シールリングあって管軸方向に作用する締結力及び内封液圧によって液封シール圧を増加させるようにくさび斜面とシール当接面の少なくとも一方に自己増圧溝を備えるシールリングを二個、それらのくさび斜面同士を当接させ対向配設する組立段階後段と、を含む、
ことを特徴とする漏洩継手部位の補修方法。
[Invention of claim 2]
A bend angle setting step of determining a bend angle range that falls within a predetermined allowable value among the bend angles of the pipelines on both sides of the leak joint in advance,
A divided housing, wherein a pipe formed inside the housing at the time of assembly is a pipe center line extending from the center of one open end of the pipe to the center of the joint, and the center of the pipe is directed from the center of the other open end to the center of the joint. The crossing angle between the pipe center line and the crossing angle forms a gap which is to be formed at a crossing angle within the bending angle range with respect to the crossing angle, and the inner diameter side of the divided end face of the housing and the outer periphery of the leakage pipe are formed. A preparation step of preparing in advance a split housing having a seal ring receiving portion that forms a seal ring holding portion with the surface;
Using the displacement measurement value of the joint to be repaired, the assembly stage including a verification that the bend angle of the pipeline on both sides of the joint is not more than the predetermined bend angle,
In the seal ring holding portion, there is an elastic seal ring having a wedge-shaped cross-section, and at least the wedge slope and the seal contact surface so as to increase the liquid seal pressure by the fastening force and the sealing liquid pressure acting in the pipe axis direction. On the other hand, two seal rings having a self-pressure-intensifying groove, and a later stage of an assembling stage in which the wedge slopes are brought into contact with each other and are arranged to face each other.
A method for repairing a leaky joint portion, characterized in that:

[発明の作用効果]
請求項2記載の発明は、左右の側板に管軸に対して予め曲がり角度をつけた補修継手を準備しておき、補修対象継手に曲がり変位が発生している場合にも、予め準備しておいた補修継手を直ちに囲むように取り付けて、管内の流通液体の漏出、環境への流出をハウジング内で止液することを迅速に可能とする漏洩継手部位の補修方法を規定する。
[Effects of the Invention]
In the invention according to claim 2, a repair joint having a bending angle with respect to the pipe axis is prepared in advance on the left and right side plates, and even if a bending displacement occurs in the joint to be repaired, the repair joint is prepared in advance. A method for repairing a leaky joint portion which is installed so as to immediately surround the placed repairing joint so as to quickly stop leakage of the flowing liquid in the pipe and outflow to the environment in the housing is defined.

ハウジングと外部環境の当接部は、補修用継手の周方向で分割されて、ねじ等の締結手段で締結される締結面の第一のシール部と、軸方向にねじ等の締結手段で締結される補修対象の漏洩管の外径面とハウジング内面の当接面の第二の軸方向シール部がある。   The contact portion between the housing and the external environment is divided in the circumferential direction of the repair joint, and is fastened to the first seal portion of the fastening surface to be fastened by the fastening means such as a screw, and is fastened by the fastening means such as a screw in the axial direction. There is a second axial seal between the outer diameter surface of the leak pipe to be repaired and the inner surface of the housing.

このうち、第一のシール部は分割合わせ面の締結平面、補修対象漏洩管が水平配置管の実施態様であれば上下に分割される水平面であり、シール接合面は合わせ面でぴったりと内空間を密封することができる。第二の軸方向シール部は、漏洩管の円環部を密封する目的を持つ箇所であるが、補修対象継手が埋設されている場合で曲がり変位がある場合には、補修対象の漏洩管の外径面とハウジング内面の距離が円周方向で偏心したり、均一円形断面形状のシールであれば、例えば、上端部と下端部でシール断面距離が偏心して異径となったり、曲がり変位が大きな場合には、大きな離隔の方のシール部位で液漏れが発生しやすい傾向にある。本発明では、第二のシール部には、弾性体シールリングであってシール当接面に溝を有して内封液圧によって液封シール圧を増加させる自己増圧機能を備える弾性体シールリングを前記シールリング保持部に前記溝部を内封面に向けて配設する。内封液に漏出圧力がかかり環境へ内封液が漏れるような事態になれば、内封面に向けて配設された溝部が内封液圧によって拡張され、液封シール圧を増加させる自己増圧機能を備えるから、内封液圧によってシール圧が増え、大きな離隔が発生しても、例えば、C形溝又はくさび形のリップ(溝)部位で弾性体シールリングが拡がり、シール隙間を密に埋める作用が生じ液封性能を向上させる。   Of these, the first seal portion is a fastening plane of the split mating surface, a horizontal plane which is split up and down if the leakage pipe to be repaired is an embodiment of a horizontally arranged pipe, and the seal joint surface is the inner space exactly at the mating face. Can be sealed. The second axial seal portion is a portion having the purpose of sealing the annular portion of the leak pipe, but if the joint to be repaired is buried and there is a bending displacement, the leak pipe to be repaired is removed. If the distance between the outer diameter surface and the inner surface of the housing is eccentric in the circumferential direction, or if the seal has a uniform circular cross-sectional shape, for example, the seal cross-section distance is eccentric at the upper end and lower end, resulting in different diameters or bending displacement. If it is large, there is a tendency for liquid leakage to occur easily at the seal portion with a large separation. According to the present invention, the second seal portion is an elastic seal ring having a groove on the seal contact surface and having a self-pressure-increasing function of increasing the liquid seal pressure by the sealing liquid pressure. A ring is disposed on the seal ring holding portion with the groove facing the inner sealing surface. If leakage pressure is applied to the sealed liquid and the sealed liquid leaks to the environment, the groove arranged toward the sealed surface is expanded by the sealed liquid pressure, and the self-increasing pressure increases the sealed liquid pressure. Because of the pressure function, even if the sealing pressure increases due to the sealing liquid pressure and a large separation occurs, for example, the elastic seal ring expands at the C-shaped groove or the wedge-shaped lip (groove), and the sealing gap is tightly closed. The liquid sealing performance is improved.

曲がり変位と同様の不都合は、補修対象の漏洩管が周囲から受ける力により真円断面形から扁平に変形していたりする場合もパラレルに発生するが、内封する液体がハウジングに充満してハウジング内液圧が上昇すれば、当該シール面の溝内で増す液圧により、溝内面が脹らみ、周囲で当接するシール面のシール圧が増大し、シール能力が増す状況は同じである。すなわち、静的にシール断面が管中心に対称形でなく、隙間が大きくなっても溝付断面形の弾性体シールリングが溝部で溝内面が脹らみ、周囲で当接するシール面のシール圧が増大し、シール能力が増し、シール圧に応じて溝の大きさが均一圧になるように自動変形するから、据付時のハウジングの締結にさほど神経質にならずとも、つまり、高い精度は必要とせず、現場での施工管理の許容度が高いから、曲がり変位が発生していても、管がある程度扁平になっていても、所望のシール効果が容易に得られるという効果がある。   The same disadvantage as bending displacement occurs in parallel even when the leak pipe to be repaired is deformed from a perfect circular cross section to a flat shape due to the force received from the surroundings, but the liquid to be enclosed fills the housing and the housing When the internal hydraulic pressure increases, the internal pressure of the groove expands due to the increased hydraulic pressure in the groove of the sealing surface, the sealing pressure of the sealing surface abutting around increases, and the situation where the sealing ability increases is the same. That is, even if the seal cross section is not statically symmetrical with respect to the center of the pipe, and even if the gap becomes large, the inner surface of the groove expands at the groove due to the grooved cross section of the elastic seal ring, and the seal pressure of the seal surface that abuts around the groove. Increases, the sealing capacity increases, and the groove size automatically deforms according to the sealing pressure so that the pressure becomes uniform.Therefore, the fastening of the housing during installation does not have to be so nervous, that is, high precision is required However, since there is a high degree of tolerance for construction management on site, there is an effect that a desired sealing effect can be easily obtained even if a bending displacement occurs or the pipe is somewhat flattened.

以上の作用により、本方法によれば、補修対象継手が埋設されている場合に掘削前に曲がり変位が不明の場合でも、管の偏平が不明の場合であっても、試し掘りをする事なく一度の掘削で、補修対象の漏洩管の変位が所定の曲がり角の限度内であることを変位計測により確認して緊急補修により補修が完結するという効果が得られる。   According to the method described above, according to the present method, even if the bending displacement is unknown before excavation when the joint to be repaired is buried or the flatness of the pipe is unknown, the test excavation is not performed. With a single excavation, an effect is obtained in which the displacement measurement confirms that the displacement of the leak pipe to be repaired is within the limit of a predetermined bend angle, and the repair is completed by emergency repair.

また、本発明では、第二のシール部には、くさび形断面形の弾性体シールリングであってくさび斜面に溝を有するシールリングを2本用い、くさび斜面を当接させ2個対向配設し、管軸方向に作用する絞付力及び内封液圧によって液封シール圧を増加させる自己増圧機能を備えるから、軸方向締結手段によりシール圧が増え、大きな離隔のシール部位では対向する斜面をくさび形断面形の弾性体シールリングがずり上がり、隙間を埋める方向へ移動する。 Also, in the present invention, the second seal portion is provided with two wedge-shaped elastic seal rings each having a groove on a wedge slope, two wedge slopes being abutted, and two opposed wedge slopes being disposed opposite to each other. Since a self-pressure-increasing function is provided to increase the liquid-sealing seal pressure by the squeezing force and the sealing liquid pressure acting in the axial direction of the pipe, the sealing pressure is increased by the axial fastening means, and the seal parts opposed to each other at a large distance are sealed. The elastic seal ring having a wedge-shaped cross section slopes up the slope and moves in a direction to fill the gap.

これと同様の不都合は、補修対象の漏洩管が周囲から受ける力により真円断面形から扁平に変形していたりする場合も第二のシール部で漏洩がパラレルに発生し得るが、同様の作用効果により問題点が解消し得る。加えて、シールリングは、一実施形態では、そのくさび斜面に溝を有し、内封する液体がハウジングに充満してハウジング内液圧が上昇すれば、当該シール面の溝内で増す液圧により、溝内面が脹らみ、周囲で当接するシール面のシール圧が増大し、シール能力が増す。すなわち、静的にシール断面が管中心に対称形でなくとも、隙間が大きければ、対向する斜面をくさび形断面形の弾性体シールリングがシール面に垂直方向にずり上がり、隙間を埋める方向へ移動し、さらに、内封する液体がハウジングに充満してハウジング内液圧が上昇すれば、当該溝内で増す液圧により、溝内面が脹らみ、周囲で当接するシール面のシール圧が増大し、シール能力が増し、シール圧に応じてくさび斜面溝が均一圧になるように自動変形するから、据付時のハウジングの締結にさほど神経質にならずとも、つまり、高い精度は必要とせず、現場での施工管理の許容度が高いから、曲がり変位が発生していても、管がある程度扁平になっていても、所望のシール効果が容易に得られるという効果がある。   A similar disadvantage is that when the leakage pipe to be repaired is deformed from a perfect circular cross section to a flat shape due to the force received from the surroundings, leakage can occur in parallel at the second seal portion, but the same effect is obtained. The problem can be solved by the effect. In addition, in one embodiment, the seal ring has a groove on the wedge slope, and when the liquid to be sealed fills the housing and the liquid pressure in the housing increases, the hydraulic pressure increases in the groove on the seal surface. As a result, the inner surface of the groove expands, and the sealing pressure on the sealing surface that comes into contact with the periphery increases, thereby increasing the sealing ability. In other words, even if the seal cross section is not statically symmetrical with respect to the center of the tube, if the gap is large, the opposing slopes will have a wedge-shaped cross section of elastic seal ring that slides up in the direction perpendicular to the seal face to fill the gap. When the housing is filled with the liquid to be sealed and the liquid pressure in the housing rises, the liquid pressure increases in the groove, the groove inner surface expands, and the sealing pressure of the sealing surface that abuts around the groove increases. The wedge slope groove is automatically deformed so that the wedge slope groove becomes uniform pressure according to the sealing pressure.Therefore, it is not necessary to be so nervous to fasten the housing at the time of installation, that is, high precision is not required. Since there is a high degree of tolerance for construction management on site, there is an effect that a desired sealing effect can be easily obtained even if bending displacement occurs or the pipe is flattened to some extent.

[請求項記載の発明]
前記シールリングの断面のくさび形傾斜角はシール当接面に対して45°以上とする請求項1に記載の補修用継手。
[Invention according to claim 3 ]
The repair joint according to claim 1, wherein a wedge-shaped inclination angle of a cross section of the seal ring is 45 ° or more with respect to a seal contact surface.

[発明の作用効果]
前記シールリングの断面のくさび形傾斜角はシール当接面に対して45°以上とすれば、軸方向の締結力によって、シール面の垂直方向へくさび斜面をせり上がり易く補修対象の漏洩管の曲がり変位がある場合に好適である。一般的なくさび角30°の場合に比して、くさび斜面のせり上がり効果を十分に得るには45°以上とすれば、軸方向の変位以上にくさび底面から垂直方向にせり上がるという効果を得られ好ましい。
[Effects of the Invention]
If the wedge-shaped inclination angle of the cross section of the seal ring is set to 45 ° or more with respect to the seal contact surface, the wedge slope is easily lifted in the vertical direction of the seal surface by the axial fastening force, so that the leakage pipe to be repaired is It is suitable when there is a bending displacement. Compared to the case of a general wedge angle of 30 °, if the angle is set to 45 ° or more in order to sufficiently obtain the effect of raising the wedge slope, the effect of vertically rising from the wedge bottom surface beyond the axial displacement is obtained. Obtained and preferred.

[請求項4記載の発明]
前記シールリングの断面のくさび形傾斜角はシール当接面に対して37°以上とする請求項1に記載の補修用継手。
[Invention according to claim 4 ]
2. The repair joint according to claim 1, wherein a wedge-shaped inclination angle of a cross section of the seal ring is 37 ° or more with respect to a seal contact surface. 3.

[発明の作用効果]
凡そくさび角による接触面の摩擦によるくさび効果を得るもののくさび角は30°程度とするのが一般的であったが、くさび斜面のせり上がり効果を十分に得るには45°以上とすれば、軸方向の変位以上にくさび底面から垂直方向にせり上がるという効果を得られ好ましいが、そこまででなくともその50%の割合である、くさび角37°以上であっても一般的なくさび角30°の場合に比し、30%以上の十分なせり上がり効果を得られる。前記シールリングの断面のくさび形傾斜角はシール当接面に対して37°以上とすれば、軸方向の締結力によって、シール面の垂直方向へくさび斜面をせり上がり易く補修対象の漏洩管の曲がり変位がある場合に好適である。
[Effects of the Invention]
Although the wedge effect due to the friction of the contact surface due to the approximate wedge angle is obtained, the wedge angle is generally set to about 30 °, but if it is set to 45 ° or more in order to sufficiently obtain the effect of raising the wedge slope, Although it is preferable to obtain the effect of vertically rising from the bottom surface of the wedge more than the displacement in the axial direction, it is preferable that the wedge angle is not less than 50% of the wedge angle of 37% or more. In comparison with the case of °, a sufficient lifting effect of 30% or more can be obtained. If the wedge-shaped inclination angle of the cross section of the seal ring is set to 37 ° or more with respect to the seal contact surface, the wedge slope is easily lifted in the vertical direction of the seal surface by the axial fastening force, so that the leakage pipe to be repaired is It is suitable when there is a bending displacement.

[請求項記載の発明]
前記シールリングの断面はくさび形であって、くさび形傾斜角はシール当接面に対して45°以上とする請求項2に記載の漏洩継手部位の補修方法。
[Invention according to claim 5 ]
3. The method according to claim 2, wherein a cross section of the seal ring is wedge-shaped, and a wedge-shaped inclination angle is 45 ° or more with respect to a seal contact surface .

[発明の作用効果]
前記シールリングの断面のくさび形傾斜角はシール当接面に対して45°以上とすれば、軸方向の締結力によって、シール面の垂直方向へくさび斜面をせり上がり易く補修対象の漏洩管の曲がり変位がある場合に好適である。一般的なくさび角30°の場合に比してくさび斜面のせり上がり効果を十分に得るには45°以上とすれば、軸方向の変位以上にくさび底面から垂直方向にせり上がるという効果を得られ好ましい。
[Effects of the Invention]
If the wedge-shaped inclination angle of the cross section of the seal ring is set to 45 ° or more with respect to the seal contact surface, the wedge slope is easily lifted in the vertical direction of the seal surface by the axial fastening force, so that the leakage pipe to be repaired is It is suitable when there is a bending displacement. In order to obtain a sufficient effect of raising the wedge slope as compared with the case of a general wedge angle of 30 °, if the angle is set to 45 ° or more, the effect of vertically rising from the wedge bottom surface beyond the axial displacement is obtained. And preferred.

[請求項記載の発明]
前記シールリングの断面のくさび形傾斜角はシール当接面に対して37°以上とする請求項2に記載の漏洩継手部位の補修方法。
[Invention according to claim 6 ]
The method for repairing a leaky joint portion according to claim 2, wherein a wedge-shaped inclination angle of a cross section of the seal ring is 37 ° or more with respect to a seal contact surface .

[発明の作用効果]
凡そくさび角による接触面の摩擦によるくさび効果を得るもののくさび角は30°前後とするのが一般的である。くさび斜面のせり上がり効果を十分に得るには45°以上とすれば、軸方向の変位以上にくさび底面から垂直方向にせり上がるという効果を得られ好ましいが、そこまででなくともその50%の割合である、くさび角37°以上であっても30°の場合に比し、十分なせり上がり効果を得られる。前記シールリングの断面のくさび形傾斜角はシール当接面に対して37°以上とすれば、軸方向の締結力によって、シール面の垂直方向へくさび斜面をせり上がり易く補修対象の漏洩管の曲がり変位がある場合に好適である。
[Effects of the Invention]
Although a wedge effect due to friction of the contact surface due to the approximate wedge angle is obtained, the wedge angle is generally about 30 °. In order to sufficiently obtain the effect of raising the wedge slope, if the angle is set to 45 ° or more, it is preferable to obtain the effect of vertically rising from the bottom surface of the wedge more than the displacement in the axial direction. Even if the wedge angle is 37 ° or more, which is the ratio, a sufficient lifting effect can be obtained as compared with the case of 30 °. If the wedge-shaped inclination angle of the cross section of the seal ring is set to 37 ° or more with respect to the seal contact surface, the wedge slope is easily lifted in the vertical direction of the seal surface by the axial fastening force, so that the leakage pipe to be repaired is It is suitable when there is a bending displacement.

本発明によれば、液体を流通する配管からの漏洩部位を含む補修対象継手に曲がり変位がある場合の補修継手であって、当該継手の管軸芯ずれに対応する個別仕様の注文製作を要せず、迅速かつ経済的に補修を可能とする漏洩継手部位の補修方法が提供され、曲がり変位が発生していても、管がある程度扁平になっていても、現場での施工管理の許容度が高く所望のシール効果が容易に得られる補修用継手及び漏洩継手の補修方法が提供されるという優れた効果を奏する。   According to the present invention, it is a repair joint in a case where a joint to be repaired including a leak site from a pipe through which a liquid flows has a bending displacement, and it is necessary to make an order for individual specifications corresponding to the misalignment of the pipe axis of the joint. Provides a method for repairing leaky joints that can be repaired quickly and economically without the need for tolerances for on-site construction management even if bending displacement occurs or the pipe is somewhat flattened The present invention has an excellent effect of providing a repair joint and a method for repairing a leaky joint, which is high in cost and easily obtains a desired sealing effect.

本発明の一実施の形態に係る補修用継手の正面模式図である。1 is a schematic front view of a repair joint according to an embodiment of the present invention. 本発明の一実施の形態に係る補修用継手の側面模式図である。It is a side surface schematic diagram of the joint for repair which concerns on one Embodiment of this invention. 本発明の一実施の形態に係る補修用継手のシールリング断面の軸圧が負荷されない場合を示す模式図である。It is a mimetic diagram showing the case where axial pressure of the seal ring section of the repair joint concerning one embodiment of the present invention is not impressed. 本発明の一実施の形態に係る補修用継手のシールリング断面の軸圧が負荷される場合を示す模式図である。It is a mimetic diagram showing the case where axial pressure of a seal ring section of a repair joint concerning one embodiment of the present invention is applied. 本発明の一実施の形態に係る補修用継手のシールリング断面の軸圧が図3と図4の中間程度負荷される場合を示す模式図である。FIG. 5 is a schematic view showing a case where an axial pressure on a cross section of the seal ring of the repair joint according to the embodiment of the present invention is applied at an intermediate level between FIGS. 3 and 4. 本発明の他の実施の形態に係る補修用継手の側面模式図である。FIG. 9 is a schematic side view of a repair joint according to another embodiment of the present invention.

以下に本発明の実施形態による補修用継手について図1正面模式図及び図2側面模式図をもとに説明する。   A repair joint according to an embodiment of the present invention will be described below with reference to the schematic front view of FIG. 1 and the schematic side view of FIG.

図2は、補修用継手10を示す側面模式図である。図2の右へ伸びる補修対象の漏洩管1と図2の左へ伸びる補修対象の漏洩管2とは接合面3でボルト等の継手機構によって(図示しない)連結されている。補修対象の漏洩管つまり漏洩管1と2は何らかの事情で継手部分に曲がりを生じ、曲がり角を呈する(図2のθ°を参照)。
漏洩継手の両側の管路の補修用継手に対する相対曲がり角に対する所定の許容値が2.5°と設定されれば、交叉角2.5°の補修管では2.5°±2.5°、すなわち、0°〜5°の補修対象の漏洩管の曲がり角の範囲のものに対応可能である。
FIG. 2 is a schematic side view showing the repair joint 10. The leak pipe 1 to be repaired extending to the right in FIG. 2 and the leak pipe 2 to be repaired extending to the left in FIG. 2 are connected at the joint surface 3 by a joint mechanism such as a bolt (not shown). The leak pipes to be repaired, that is, the leak pipes 1 and 2 are bent at a joint portion for some reason and exhibit a bending angle (see θ ° in FIG. 2).
If the predetermined allowable value for the relative bending angle of the pipes on both sides of the leaky joint with respect to the repair joint is set to 2.5 °, the repair pipe with a crossing angle of 2.5 ° is 2.5 ° ± 2.5 °, That is, it is possible to cope with the range of the bend angle of the leak pipe to be repaired from 0 ° to 5 °.

この部位での液体の漏洩が継手部で発見されたとする。図2の上部には、本発明の補修用継手10の補修取付後の補修用継手の縦断面模式図を示す。図2のハウジング下半分12部分は補修用継手10を外観から見た側面模式図を示す。   It is assumed that a liquid leak at this site is found at the joint. The upper part of FIG. 2 shows a schematic longitudinal sectional view of the repair joint after the repair fitting of the repair joint 10 of the present invention. The lower half 12 of the housing in FIG. 2 is a schematic side view of the repair joint 10 as viewed from the outside.

本発明の補修用継手10は、補修対象3の補修対象の漏洩管1及び2(以下で漏洩管1,2ともいう)を包むようにこれらの外管部材として補修対象の漏洩管1及び2の継手部分に連接されて継手周囲を外側から密封する。補修用継手10は、図1に示す正面模式図に描かれているように、上部11及び下部12に分割されているものがボルト、ナット13、14で連結される。図2に示されているように、補修用継手10の上部11、下部12の補修対象の漏洩管1及び2の管外面へ対向する面には、弾性ゴムから成るシール部材を収容するシール受入部20が円環溝状に設けられている。シール受入部20にはシールリング31,32が収容されるが、シールリング31,32はくさび形状部を有し、互いのくさび部を対向設置されてシール受入部20内に収容される。シール押さえリング金具24をその円周方向に複数穿孔されたボルト孔を介してボルト23をナットで締結するとリング金具24で前記シールリング31,32は軸方向に圧縮され、対向されているくさび部がずり上がり、図のシールリング溝上面、シールリング溝底面、軸方向のシール溝面側面で密封シールが形成される。
この場合にシールリングのくさび角は37.5°に形成され、従来、用いられていた30°に比して約30%の余裕が生じる。
The repair joint 10 of the present invention includes, as outer tube members, the leak pipes 1 and 2 to be repaired so as to surround the leak pipes 1 and 2 (hereinafter also referred to as leak pipes 1 and 2) to be repaired. It is connected to the joint part and seals around the joint from outside. As illustrated in the schematic front view of FIG. 1, the repair joint 10 is divided into an upper part 11 and a lower part 12 and connected by bolts and nuts 13 and 14. As shown in FIG. 2, seal receiving portions for accommodating a sealing member made of elastic rubber are provided on the surfaces of the upper and lower portions 11 and 12 of the repair joint 10 facing the outer surfaces of the leakage pipes 1 and 2 to be repaired. The part 20 is provided in an annular groove shape. The seal receiving portions 20 accommodate seal rings 31 and 32, respectively. The seal rings 31 and 32 have wedge-shaped portions, and the wedge portions of the seal rings 31 and 32 are opposed to each other and accommodated in the seal receiving portion 20. When the bolt 23 is fastened with a nut through a plurality of bolt holes perforated in the circumferential direction of the seal holding ring 24, the seal rings 31, 32 are axially compressed by the ring fitting 24, and the opposed wedge portions. The seal seal is formed on the upper surface of the seal ring groove, the bottom surface of the seal ring groove, and the side surface of the seal groove surface in the axial direction.
In this case, the wedge angle of the seal ring is formed at 37.5 °, which gives a margin of about 30% as compared with the conventionally used 30 °.

補修用継手10は、上下部材11,12が連結されれば、円形空洞を形成するが左右の円軸芯は互いに交叉されて成形されている。本実施態様では、交叉角は2.5°として上下部材11,12は成形されている。交叉角が0°であれば、補修用継手のフランジ部は左右の軸に対して双方共に90°で加工されているが、上部フランジ上端傾斜角を上下部材11,12の内角としてA角=88.75°として成形され、下部フランジ下端傾斜角として91.25°の傾斜配分で両フランジが加工されて補修用継手10が組まれれば、左右合計で2.5°の交叉角を生成する。   When the upper and lower members 11 and 12 are connected, the repair joint 10 forms a circular cavity, but the left and right circular axes are crossed and formed. In the present embodiment, the upper and lower members 11 and 12 are formed with a cross angle of 2.5 °. If the crossing angle is 0 °, the flange portion of the repair joint is machined at 90 ° with respect to both the left and right axes. If the repair joint 10 is assembled by forming both flanges at an inclination distribution of 91.25 ° as the lower flange lower end inclination angle, a crossing angle of 2.5 ° will be generated in total for the left and right sides. I do.

このように本実施態様では補修用継手10は交叉角は2.5°を有し、シールリング31,32の弾性が許す範囲で補修対象管1と2の曲がり角θ°へ適合し、シールリング31,32の対向するくさび部、シール受入部20に対向する補修対象の漏洩管1及び2の外表面、シール受入部20の内孔部でシール面を形成し、補修対象の漏洩管1と2から漏れ出る輸送液体を補修用継手10内で密封する。補修用継手10の上端には空気出入口、下端にはドレン排水口が設けられているが、これらは施工時に閉栓され、補修後には補修用継手10内部は密封状態となる。   As described above, in this embodiment, the repair joint 10 has a crossing angle of 2.5 °, and is adapted to the bending angle θ ° of the repair target pipes 1 and 2 as far as the elasticity of the seal rings 31 and 32 allows. A sealing surface is formed by the opposed wedge portions 31 and 32, the outer surfaces of the leak pipes 1 and 2 to be repaired facing the seal receiving section 20, and the inner hole of the seal receiving section 20, and the leak pipe 1 to be repaired is formed. The transport liquid leaking from 2 is sealed in the repair joint 10. An air inlet / outlet is provided at the upper end of the repair joint 10, and a drain outlet is provided at the lower end. These are closed at the time of construction, and the inside of the repair joint 10 is sealed after the repair.

図3は、シールリングに軸圧が負荷されない場合の組立時のシール部断面図を示す。対向配置されるくさび形のシールリングの一方のシールリングには斜面、シール上面及び底面には溝(リップ)が設けられ、軸方向に締結力がかかると軸方向に圧縮されて脹らみ、上下のシール面を密封する。くさび形の斜面同士は対向する斜面上で軸方向に締結力がかかると軸方向に圧縮されてずり上がり、さらにシール圧が増す。このくさび角は37.5°に形成されており、30°に形成される場合に比して、ずり上がり効果が増すため、シールの密封効果はさらに増す。   FIG. 3 is a cross-sectional view of the seal part during assembly when no axial pressure is applied to the seal ring. One of the opposed wedge-shaped seal rings is provided with a slope, a groove (lip) on the top and bottom surfaces of the seal, and when a fastening force is applied in the axial direction, it is compressed in the axial direction to expand, Seal the upper and lower sealing surfaces. When a fastening force is applied in the axial direction on the opposite slopes, the wedge-shaped slopes are compressed in the axial direction and move up, further increasing the sealing pressure. This wedge angle is formed at 37.5 °, and the sliding effect is increased as compared with the case where the wedge angle is formed at 30 °, so that the sealing effect of the seal is further increased.

以上、本発明に係る実施の形態を説明したが、本発明は係る実施の形態に限定されるものではなく、本発明の趣旨を逸脱しない範囲で種々変形して実施することができる。   Although the embodiment according to the present invention has been described above, the present invention is not limited to the embodiment, and can be variously modified and implemented without departing from the gist of the present invention.

補修対象の漏洩管1と2の曲がり角θ°が、例えば4°の場合に補修用継手10の交叉角は2.5°のものを用いて補修する実施形態を示すが、補修対象の漏洩管1と2の曲がり角θ°が5°以下の場合には、補修用継手10の交叉角は2.5°のものを用いて補修することができ、補修対象の漏洩管1と2の曲がり角θ°が大きくθ=7.5°の場合であれば補修用継手10は交叉角も大きく5°〜10°の範囲内のものを選択すればよい。補修用継手10の上下部材11,12が連結されれば、円形空洞を形成する、左右の円軸芯の交叉角が予め設定された交叉角をもって成形され、輸送液体漏洩の場合には、適切な交叉角の補修用継手10を適宜選択すればよい。   An embodiment in which the repair joint 10 has a crossing angle of 2.5 ° when the bending angle θ ° of the leak pipes 1 and 2 to be repaired is, for example, 4 ° is shown. In the case where the bend angle θ of 1 and 2 is 5 ° or less, the repair joint 10 can be repaired by using a crossing angle of 2.5 °, and the bend angle θ of the leak pipes 1 and 2 to be repaired. If the angle is large and θ = 7.5 °, the repair joint 10 having a large crossing angle within the range of 5 ° to 10 ° may be selected. When the upper and lower members 11 and 12 of the repair joint 10 are connected, a crossing angle between the left and right circular axes forming a circular cavity is formed with a predetermined crossing angle. A repair joint 10 having an appropriate intersection angle may be appropriately selected.

漏洩継手の両側の管路の曲がり角に対する許容値を5°とすれば、補修対象の漏洩管1と2の曲がり角θ°が、例えば4°の場合でも補修用継手10の交叉角は5°のものを用いて補修することも可能で、交叉角5°のものは、補修対象の漏洩管1と2の曲がり角θ°が0°〜10°のものまで対応可能ということとなる。このように補修用継手10の上下部材11,12が連結されれば、円形空洞を形成する、左右の円軸芯の交叉角が予め設定された交叉角をもって成形され、輸送液体漏洩の場合には、適切な交叉角の補修用継手10を適宜選択すればよい。   If the allowable value for the bend angles of the pipes on both sides of the leak joint is 5 °, the intersection angle of the repair joint 10 is 5 ° even when the bend angle θ ° of the leak pipes 1 and 2 to be repaired is, for example, 4 °. It is also possible to perform repair by using a pipe having a crossing angle of 5 °. The leak pipes 1 and 2 to be repaired have a bend angle θ ° of 0 ° to 10 °. When the upper and lower members 11 and 12 of the repair joint 10 are connected in this way, the crossing angle between the left and right circular axes forming a circular cavity is formed with a predetermined crossing angle. In this case, the repair joint 10 having an appropriate intersection angle may be appropriately selected.

図6は、本発明にかかる漏洩継手の補修方法S100の各段階を示すフローチャートである。予め漏洩継手の両側の管路の曲がり角のうち所定の許容値内に収まる曲がり角範囲を決定する曲がり角を設定する第一の段階S101と、
分割ハウジングであって、組立時に前記ハウジングの内部に形成される管路は当該管路の一方の開口端中心から継手部中心に向う管路中心線と他方の開口端中心から継手部中心に向う管路中心線とがなす交叉角が当該交叉角に対して前記曲がり角範囲内の交叉角に形成されるべき管路となる空隙部を形成し、前記ハウジングの分割端面内径側と当該補修管外径側とでシールリング保持部を形成するシールリング受入部を備える分割ハウジングを予め用意する準備段階S102と、
補修対象の継手の変位測定値を用い、当該継手の両側の管路の曲がり角が前記所定の曲がり角以下であることの検定を含む組立段階前段S103と、
弾性体シールリングであって内封液圧によって液封シール圧を増加させる自己増圧機能を備える溝をシール当接面に有する弾性体シールリングを前記シールリング保持部に当該弾性体シールリングを配設する組立段階後段S104と、
を含むことを特徴とする漏洩継手部位の補修方法S100である。
FIG. 6 is a flowchart showing each stage of the leaky joint repair method S100 according to the present invention. A first step S101 of previously setting a bend angle that determines a bend angle range that falls within a predetermined allowable value among the bend angles of the pipelines on both sides of the leakage joint;
A divided housing, wherein a pipe formed inside the housing at the time of assembly is a pipe center line extending from the center of one open end of the pipe to the center of the joint, and the center of the pipe is directed from the center of the other open end to the center of the joint. The crossing angle between the pipe center line and the crossing angle forms an air gap that is to be formed at a crossing angle within the bending angle range with respect to the crossing angle, and the inner diameter side of the divided end face of the housing and the outside of the repair pipe are formed. A preparation step S102 of preparing in advance a split housing having a seal ring receiving portion forming a seal ring holding portion with the radial side;
Using the displacement measurement value of the joint to be repaired, the assembly stage pre-stage S103 including a verification that the bend angle of the pipeline on both sides of the joint is equal to or less than the predetermined bend angle,
An elastic seal ring having a groove having a self-pressure-increasing function for increasing a liquid-sealing seal pressure by an enclosing liquid pressure is provided on the seal contact surface. A post-assembly stage S104 to be arranged;
A method S100 for repairing a leaky joint portion, comprising:

漏洩継手の両側の管路の曲がり角のうち所定の許容値内に収まる曲がり角範囲を決定する曲がり角を設定する第一の段階S101では、漏洩管の左右の接続関係、例えばスリーブ構造によるもの、漏洩継手の両側の管路の管径、外周の材質、面精度、液圧及び漏出量等によって変動し得る、曲がり角のうち所定の許容値を定める。例えば、許容値を2.5°とする。   In the first step S101 of setting a bend angle that determines a bend angle range that falls within a predetermined allowable value among the bend angles of the pipes on both sides of the leak joint, a left-right connection relationship of the leak pipe, for example, by a sleeve structure, A predetermined allowable value of the bend angle, which can vary depending on the pipe diameter of the pipes on both sides of the pipe, the material of the outer circumference, the surface accuracy, the hydraulic pressure, the leakage amount, and the like, is determined. For example, the allowable value is 2.5 °.

分割ハウジングを予め用意する準備段階S102では、補修該当エリアから定まる漏洩管の統計的基礎数値から、所定の規定割合がその範囲に収まる分割ハウジングを予め想定数量用意する。例えば、曲がり角θ°が0°〜5°までのものが漏洩管の92%が収まると想定するのであれば、2.5°の交叉角の補修用継手をある程度の数量を準備する。曲がり角θ°が0°〜10°までのものが漏洩管の98%を占めてこれらをカバーするのであれば、2.5°の交叉角及び7.5°の補修用継手を二種類準備する段階である。   In a preparatory step S102 for preparing split housings in advance, an assumed number of split housings in which a predetermined ratio falls within the range is prepared in advance from statistical basic numerical values of leak pipes determined from the repair applicable area. For example, if it is assumed that 92% of the leaked pipe has a bend angle θ of 0 ° to 5 °, a certain number of repair joints having a cross angle of 2.5 ° are prepared. If the bend angle θ ° from 0 ° to 10 ° occupies 98% of the leak pipes and covers them, prepare two kinds of repair joints of 2.5 ° crossing angle and 7.5 ° repair joint. It is a stage.

組立段階前段S103では、漏洩継手の両側の管路の曲がり角が前記所定の曲がり角以下であることの検定を行い、例えば、漏洩継手の両側の管路の曲がり角が4°であれば、2.5°の交叉角の補修用継手を選択し、当該漏洩継手の両側の管路の曲がり角が4°であれば、この4°が選択された2.5°の交叉角の補修用継手の曲がり角に対する許容値±2.5°内に収まる0°〜5°の曲がり角範囲にあることを検定する。   In the pre-assembly stage S103, it is verified that the bend angles of the pipes on both sides of the leaky joint are equal to or smaller than the predetermined bend angle. For example, if the bend angles of the pipes on both sides of the leaky joint are 4 °, 2.5 If the bend angle of the pipes on both sides of the leaky joint is 4 °, this 4 ° is the same as the selected bend angle of the 2.5 ° crossover repair joint. Test that the turning angle is in the range of 0 ° to 5 ° within the tolerance ± 2.5 °.

組立段階後段S104では、ハウジングのシールリング受入部にくさび形のシールリングのくさび形状部を対向させて収納し、シール押さえリング金具24をその円周方向に複数穿孔されたボルト孔を介して軸方向ボルト23をナットで締結するとリング金具24で前記シールリング31,32は圧縮され、対向させているくさび部がずり上がり、図のシールリング溝上面、シールリング溝底面、軸方向のシール溝面側面で密封シールが形成される。   In the later stage of the assembling step S104, the wedge-shaped seal ring wedge-shaped portion is housed facing the seal ring receiving portion of the housing, and the seal holding ring fitting 24 is axially inserted through a plurality of bolt holes formed in the circumferential direction. When the directional bolt 23 is fastened with a nut, the seal rings 31 and 32 are compressed by the ring fitting 24, the wedge portions facing each other are lifted up, the seal ring groove upper surface, the seal ring groove bottom surface, and the axial seal groove surface in the figure. A hermetic seal is formed on the sides.

本発明は、ここに記載された実施形態に描かれ、実施形態は、詳細に記載されているが、出願人は、この記載によって添付する特許請求の範囲をいかようにも制限、限定する意図はない。追加の利点や修正は、当業者に理解され、一つの実施形態に記載された要素は、他の実施形態にも採用可能である。   The present invention is depicted in the embodiments described herein, which are described in detail, which applicant intends to limit or limit in any way the appended claims by this description. There is no. Additional advantages and modifications will be apparent to those skilled in the art, and elements described in one embodiment may be employed in other embodiments.

例えば、シールリング断面は、内封圧力によって、軸方向半径内外方向へ拡がり易く補修対象の漏洩管の曲がり変位がある場合にも適用できるものであれば、断面形状に制約はなく、V形でも、均一に拡がるC形でもよい。したがって、発明は、広い面で、特定の詳細事項に限定されず、各々の機器と実施例が示され、記載されている。したがって、出願人の一般的発明概念の精神とスコープから乖離しないで、これらの詳細に記載された事項から離れることもあり得る。   For example, the seal ring cross section is not limited in cross-sectional shape as long as it can be applied to the case where the leaking pipe to be repaired is easily displaced inward and outward in the axial radius due to the sealing pressure and has a bending displacement. It may be a C-shape that spreads evenly. Therefore, the invention is not limited in its broader details to the specific details, each device and example being shown and described. Accordingly, departures may be made from such details without departing from the spirit and scope of applicant's general inventive concept.

本発明は、液体を流通する配管からの漏洩部位を含む補修対象継手に曲がり変位がある場合の補修に適用可能な補修用継手と補修方法である。   The present invention relates to a repair joint and a repair method applicable to repair when a joint to be repaired including a leak site from a pipe through which a liquid flows has a bending displacement.

1 補修対象の漏洩管
2 補修対象の漏洩管
3 漏洩継手の補修対象部
10 補習用継手
11 補習用継手上部
12 補習用継手下部
13 補習用継手組立締結ボルト
14 補習用継手組立締結ナット
20 シール受入部
23 ボルト
24 シール押さえ用リング金具
30 一組のシールリング
31 シールリング
32 シールリング
33 シールリング内径側リップ(溝)
34 シールリング外径側リップ(溝)
35 くさび傾斜部リップ(溝)
L 無負荷時のシールリング組立軸長
L'' 負荷時のシールリング組立軸長
L' 無負荷時と上記負荷時の中間状態の負荷時のシールリング組立軸長
H 無負荷時の組立シールリング高さ
H'' 負荷時の組立シールリング高さ
H' 無負荷時と上記負荷時の中間状態の負荷時の組立シールリング高さ
A 補習用継手の上部フランジ上端傾斜角
B 補習用継手継手部の下部フランジ下端傾斜角
θ 補習対象漏洩管曲がり角
α シールリングくさび角


DESCRIPTION OF REFERENCE NUMERALS 1 Leakage pipe to be repaired 2 Leakage pipe to be repaired 3 Repaired part of leaky joint 10 Repair fitting 11 Upper fitting for repair 12 Lower fitting for repair 13 Joint bolt for repair fitting 14 Nut for repair fitting 20 Seal receiving Part 23 Bolt 24 Seal Holder Ring Hardware 30 One Set of Seal Ring 31 Seal Ring 32 Seal Ring 33 Seal Ring Inner Side Lip (Groove)
34 Seal ring outer diameter side lip (groove)
35 Wedge slope lip (groove)
L Seal ring assembly shaft length at no load
L '' Seal ring assembly shaft length under load
L 'Seal ring assembly shaft length at no load and intermediate load between the above loads H Assembled seal ring height at no load H''Assembled seal ring height at load H' No load and above load Seal ring height under load in the intermediate state during load A Apex angle of the upper flange of the upper flange of the training joint B Bend angle of the lower flange of the lower joint of the joint for the retrofit θ Bending angle of the leak pipe to be complemented α Seal wedge angle


Claims (6)

漏洩継手部位の補修に用いる分割ハウジングであって、
前記ハウジングの組み立てによって形成される一方の管路開口端中心から継手部中心に向う管路中心線と他方の管路開口端中心から継手部中心に向う管路中心線とがなす交叉角は漏洩継手の両側の管路の曲がり角に対する所定の許容値内に収まる曲がり角範囲内の交叉角を形成するものであって、
前記各ハウジングの分割端面内径側にはシールリング受入部を有し、
前記分割ハウジングの組立て時に、前記シールリング受入部及びこれに対向する漏洩管外周面とでシールリング保持部が形成される分割ハウジングを備え、
シールリング保持部内に、くさび形断面形の弾性体シールリングであって管軸方向の締結力及び内封液圧によって液封シール圧を自己増圧させるくさび斜面とシール当接面の少なくとも一方に自己増圧溝を備えるシールリングを二個、それらのくさび斜面同士を当接させ対向配設する、ことを特徴とする補修用継手。
A split housing used for repairing a leak joint portion,
The intersection angle formed by the pipe center line from the center of one pipe opening end toward the center of the joint part formed by the assembly of the housing and the center line of the pipe line from the center of the other pipe opening end to the center of the joint part is leaky. Forming a crossover angle within a range of bend angles that fall within a predetermined tolerance for the bend angles of the conduits on both sides of the joint,
Each of the housings has a seal ring receiving portion on the inner diameter side of the divided end face,
When assembling the split housing, the split housing includes a split housing in which a seal ring holding portion is formed by the seal ring receiving portion and an outer peripheral surface of the leakage pipe opposed thereto.
In the seal ring holding portion, at least one of a wedge slope and a seal contact surface, which is a wedge-shaped elastic seal ring and self-increases a liquid seal pressure by a fastening force in a pipe axis direction and a sealing liquid pressure. A repair joint characterized in that two seal rings having self-intensifying grooves are arranged facing each other with their wedge slopes in contact with each other.
予め漏洩継手の両側の管路の曲がり角のうち所定の許容値内に収まる曲がり角範囲を決定する曲がり角設定段階と、
分割ハウジングであって、組立時に前記ハウジングの内部に形成される管路は当該管路の一方の開口端中心から継手部中心に向う管路中心線と他方の開口端中心から継手部中心に向う管路中心線とがなす交叉角が当該交叉角に対して前記曲がり角範囲内の交叉角に形成されるべき管路となる空隙部を形成し、前記ハウジングの分割端面内径側と当該漏洩管外周面とでシールリング保持部を形成するシールリング受入部を備える分割ハウジングを予め用意する準備段階と、
補修対象の継手の変位測定値を用い、当該継手の両側の管路の曲がり角が前記所定の曲がり角以下であることの検定を含む組立段階前段と、
前記シールリング保持部内に、くさび形断面形で弾性体シールリングあって管軸方向に作用する締結力及び内封液圧によって液封シール圧を増加させるようにくさび斜面とシール当接面の少なくとも一方に自己増圧溝を備えるシールリングを二個、それらのくさび斜面同士を当接させ対向配設する組立段階後段と、を含む、
ことを特徴とする漏洩継手部位の補修方法。
A bend angle setting step of determining a bend angle range that falls within a predetermined allowable value among the bend angles of the pipelines on both sides of the leak joint in advance,
A divided housing, wherein a pipe formed inside the housing at the time of assembly is a pipe center line extending from the center of one open end of the pipe to the center of the joint, and the center of the pipe is directed from the center of the other open end to the center of the joint. The crossing angle between the pipe center line and the crossing angle forms a gap which is to be formed at a crossing angle within the bending angle range with respect to the crossing angle, and the inner diameter side of the divided end face of the housing and the outer periphery of the leakage pipe are formed. A preparation step of preparing in advance a split housing having a seal ring receiving portion that forms a seal ring holding portion with the surface;
Using the displacement measurement value of the joint to be repaired, the assembly stage including a verification that the bend angle of the pipeline on both sides of the joint is not more than the predetermined bend angle,
In the seal ring holding portion, there is an elastic seal ring having a wedge-shaped cross-section, and at least the wedge slope and the seal contact surface so as to increase the liquid seal pressure by the fastening force and the sealing liquid pressure acting in the pipe axis direction. On the other hand, two seal rings having a self-pressure-intensifying groove, and a later stage of an assembling stage in which the wedge slopes are brought into contact with each other and are arranged to face each other.
A method for repairing a leaky joint portion, characterized in that:
前記シールリングの断面のくさび形傾斜角はシール当接面に対して45°以上とする請求項1に記載の補修用継手。   The repair joint according to claim 1, wherein a wedge-shaped inclination angle of a cross section of the seal ring is 45 ° or more with respect to a seal contact surface. 前記シールリングの断面のくさび形傾斜角はシール当接面に対して37°以上とする請求項1に記載の補修用継手。   2. The repair joint according to claim 1, wherein a wedge-shaped inclination angle of a cross section of the seal ring is 37 ° or more with respect to a seal contact surface. 3. 前記シールリングの断面はくさび形であって、くさび形傾斜角はシール当接面に対して45°以上とする請求項2に記載の漏洩継手部位の補修方法3. The method according to claim 2, wherein a cross section of the seal ring is wedge-shaped, and a wedge-shaped inclination angle is 45 ° or more with respect to a seal contact surface. 前記シールリングの断面のくさび形傾斜角はシール当接面に対して37°以上とする請求項2に記載の漏洩継手部位の補修方法The method for repairing a leaky joint portion according to claim 2, wherein a wedge-shaped inclination angle of a cross section of the seal ring is 37 ° or more with respect to a seal contact surface.
JP2015170567A 2015-08-31 2015-08-31 Repair joint and repair method of leaky joint Active JP6623472B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2015170567A JP6623472B2 (en) 2015-08-31 2015-08-31 Repair joint and repair method of leaky joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2015170567A JP6623472B2 (en) 2015-08-31 2015-08-31 Repair joint and repair method of leaky joint

Publications (2)

Publication Number Publication Date
JP2017048815A JP2017048815A (en) 2017-03-09
JP6623472B2 true JP6623472B2 (en) 2019-12-25

Family

ID=58279338

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2015170567A Active JP6623472B2 (en) 2015-08-31 2015-08-31 Repair joint and repair method of leaky joint

Country Status (1)

Country Link
JP (1) JP6623472B2 (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107606157B (en) * 2017-09-13 2019-09-20 芜湖市中天密封件有限公司 Sealing element
CN108087654A (en) * 2017-11-23 2018-05-29 大唐湘潭发电有限责任公司 A kind of pipe pressurized quick connector
CN110410622B (en) * 2019-08-27 2024-01-19 江苏杜邦建设工程有限公司 PVC pipe with anti-freezing and anti-cracking functions
CN112082037A (en) * 2020-07-25 2020-12-15 宜春市龙腾机械电气有限公司 Variable-pressure deformation self-adaptive pipeline emergency repair joint
CN112264833B (en) * 2020-11-03 2021-08-03 扬州工业职业技术学院 Cooling device for manufacturing automobile parts
CN117145962B (en) * 2023-10-30 2024-01-09 沈阳精航科技有限公司 Method for improving deformation elasticity of fluid seal C-shaped sealing ring

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5998186U (en) * 1982-12-23 1984-07-03 日本ヴイクトリツク株式会社 Wedge-shaped packing
JP2563078B2 (en) * 1993-08-23 1996-12-11 株式会社川西水道機器 Rubber packing for pipe fittings
JP4169832B2 (en) * 1998-06-04 2008-10-22 日本ヴィクトリック株式会社 Tubular repair method and mechanism
EP1837577A1 (en) * 2005-01-14 2007-09-26 Belgicast Internacional, s.l.u. Gasket

Also Published As

Publication number Publication date
JP2017048815A (en) 2017-03-09

Similar Documents

Publication Publication Date Title
JP6623472B2 (en) Repair joint and repair method of leaky joint
US3550638A (en) Repair coupling with deformable metal seal
US5004275A (en) Clamp
US5772253A (en) Pipe repair or jointing collar
US4790058A (en) Clamp
US3467141A (en) Flange coupling repair ring
US5066053A (en) Clamp with pipe branch
CN106439374B (en) Pipeline repairing device
US5375888A (en) Pipe coupling for repair
US3813107A (en) Gasket seal between sewer pipe and manhole opening
US3796406A (en) Gasket seal between, sewer pipe and manhole opening
CA2918203C (en) Pipe coupling capsulation assembly
US9810355B2 (en) Face-to-face positive restrained rotating pipe flange
CA2774655C (en) Methods and apparatuses for repairing a conduit
JP6713287B2 (en) Repair joint
JP2023153334A (en) Repair device
CN110260092A (en) Pipeline leakage plugging device
US10364929B2 (en) Pipe coupling encapsulation assembly
US1903029A (en) Pipe coupling
EP3571434B1 (en) Method for pipe coupling encapsulation
KR101856425B1 (en) Coupling for pipes
JP6799659B2 (en) How to install pipe fittings
JP6121287B2 (en) Flexible joint repair device and repair method
CN112368504A (en) Frame body device and mounting method of frame body device
KR200480413Y1 (en) Pipe joint structure

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20180607

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20190307

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20190329

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20190527

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20191101

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20191107

R150 Certificate of patent or registration of utility model

Ref document number: 6623472

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250