JP3569101B2 - Seismic connection structure for buried piping - Google Patents

Seismic connection structure for buried piping Download PDF

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Publication number
JP3569101B2
JP3569101B2 JP09532097A JP9532097A JP3569101B2 JP 3569101 B2 JP3569101 B2 JP 3569101B2 JP 09532097 A JP09532097 A JP 09532097A JP 9532097 A JP9532097 A JP 9532097A JP 3569101 B2 JP3569101 B2 JP 3569101B2
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Japan
Prior art keywords
pipe
joint
buried
pipes
straight pipe
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JP09532097A
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JPH10274372A (en
Inventor
紀美雄 中嶋
淳一 伯井
康雄 島崎
雅之 高野
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.)
Nippon Steel Corp
Osaka Gas Co Ltd
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Osaka Gas Co Ltd
Sumitomo Metal Industries Ltd
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Priority to JP09532097A priority Critical patent/JP3569101B2/en
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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
    • F16L27/00Adjustable joints, Joints allowing movement
    • F16L27/12Adjustable joints, Joints allowing movement allowing substantial longitudinal adjustment or movement
    • F16L27/127Adjustable joints, Joints allowing movement allowing substantial longitudinal adjustment or movement with means for locking the longitudinal adjustment or movement in the final mounted position
    • F16L27/1275Adjustable joints, Joints allowing movement allowing substantial longitudinal adjustment or movement with means for locking the longitudinal adjustment or movement in the final mounted position by means of at least an external threaded bolt
    • F16L27/12751Adjustable joints, Joints allowing movement allowing substantial longitudinal adjustment or movement with means for locking the longitudinal adjustment or movement in the final mounted position by means of at least an external threaded bolt the threaded bolt extending longitudinally

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Joints Allowing Movement (AREA)

Description

【0001】
【発明の属する技術分野】
この発明は埋設ガス配管等の地中埋設配管路に設置されたピット(人孔)における埋設配管用耐震型接続構造に係り、特に地震、あるいは地盤沈下等に対応するための耐震動、変位吸収機能と大きな引抜き阻止力を持つ耐震型接続構造に関する。
【0002】
【従来の技術】
埋設ガス配管等の地中埋設配管路においては、配管路の検査や、地震や火災等の緊急事態に即座に対応できるように2〜4km置きにピットが設けられ、このピット部に配管路の開閉を行うためのバルブ、配管路の伸縮を吸収するための管軸方向スライド式管継手、流体の放散を行うための放散バルブ等が設置されている。図5は埋設ガス配管用のピットにおける従来の配管設備を例示したもので、11は配管路の伸縮を吸収するための管軸方向スライド式管継手、12は連絡短管、13は配管路の開閉を行うためのバルブ、14は緊急時や管内検査時等に管路内のガスを抜取るための放散バルブ、15は埋設配管(本管)、16はピットである。
【0003】
すなわち、従来のピット内配管設備は、ピット16の側壁に埋設配管15が貫通支持され、上流側(図5中左側)の埋設配管15に管軸方向スライド式管継手11にて連絡短管12が接続され、この連絡短管12と下流側(図5中右側)の埋設配管15との間に開閉バルブ13が配設され、上流側と下流側の各埋設配管15に放散バルブ14が取付けられた構成となっている。
【0004】
ここで、配管路の開閉を行うためのバルブ13と上流側埋設配管15とを、管軸方向スライド式管継手11にて接続した連絡短管12を介して接続しているのは、連絡短管12とバルブ13との間に遮断板(ガスケット)13−1を挿入する場合の作業を容易にするためである。遮断板13−1を挿入するのは、閉鎖した開閉バルブ13からのガス漏れを完全に防止するためである。連絡短管12とバルブ13との間に遮断板(ガスケット)13−1を挿入する場合は、いったん連絡短管12を開閉バルブ13から外して上流側埋設配管15側にスライドさせてバルブ13との間に隙間をつくり、この状態で遮断板13−1を挿入した後、再度連絡短管12を開閉バルブ13にボルト締結する。
【0005】
上記配管設備構成における配管路の伸縮を吸収するための従来の管軸方向スライド式管継手11は、図5、図6に示すごとく、上流側埋設配管15と所定の間隔を隔てて相対する連絡短管12の両接合管端部に外嵌された2個一対の締結用フランジ11-2と、内周面に環状突起壁11-5を有し、前記締結用フランジ間の接合管端部にスライド可能に外嵌された継手本体11-1と、締結用フランジ11-2間に横設した締結用ボルト11-3、前記継手本体11-1の両側開口端と双方の締結用フランジ11-2間に介在させたシールリング(ゴムパッキン)11-4とから構成され、締結用ボルト11-3の螺合締付けに伴ってシールリング11-4が継手本体11-1と締結用フランジ11-2との間に挟圧されて接続される構造となすとともに、上流側埋設配管15と連絡短管12の接合管端部に設けた複数個の抜止め用突起11-6に前記環状突起壁11-5が係止して継手本体11-1の抜け出しが防止される機構となっている。
【0006】
すなわち、従来の耐震型接続構造は、管軸方向スライド式管継手11の締結用ボルト11−3の螺合締付けにより継手本体11−1がシールリング11−4を介して挟圧されて接続、構成され、また、連絡短管12に管軸方向の引張力が作用した場合には、該連絡短管と管継手が相互に管軸方向にスライドすることによりその変位が吸収されるとともに、上流側埋設配管15と連絡短管12の管端部に設けた抜止め用突起11−6にて管継手11と連絡短管12との離脱が防止される構造となしたものである。
【0007】
【発明が解決しようとする課題】
しかしながら、このような従来の耐震型接続構造には、以下に示す問題点があった。
すなわち、従来の管継手は前記したごとく管軸方向の変位吸収機能を有するも、上流側埋設配管15と連絡短管12の接合管端部に設けた複数個の抜止め用突起11−6と継手本体側に設けた環状突起壁11−5との間隔、すなわち管軸方向のストロークは、開閉バルブ13の締結用フランジと当該バルブに締結する連絡短管12のフランジとの間に遮断板13−1を挿入するのに必要な隙間を作れる程度で十分であることから、図面からも明らかなごとくさほど大きくはとられておらず、管軸方向の変位吸収量は小さいものであった。また、管継手の抜出し阻止力は、両側の接合管端部に設けた複数個の抜止め用突起11−6の強度に委ねられるため、地震等により連絡短管に強大な引張力が加わった場合には抜止め用突起11−6が欠けるおそれが多分にあり、機構的に大きな引抜耐力が得られないという欠点があった。
【0008】
また、従来の管継手は構造的に曲げに対する変位吸収機能を有していないため、地震等により配管路に大きな曲げの力が加わって管継手の部分から上流側埋設配管15側と連絡短管12側が屈曲して芯ずれが生じた場合には継手本体11−1に亀裂や破損が生じたり、締結用ボルト11−3が折損する可能性が多分にあった。
【0009】
また、従来の管継手は、シールリング11−4の一部が外部に露出する構造となっているため、該リングの損傷が激しく、耐久性の劣化を余儀なくされるという問題があった。
【0010】
さらに、従来の配管接続構造は、管継手部に放散バルブ14を直付けできない構造となっているため、図示のごとく上流側および下流側の埋設配管15に設けなければならず、放散バルブ14が邪魔になり管軸方向の相互スライド幅(ストローク)が大きくとれないことから、シールリング11-4の取替等メンテナンス性が悪いという欠点があった。
【0011】
この発明は、従来の前記問題点を解決するためになされたもので、大きな伸縮量と所望の芯ずれ量を確保できる変位吸収機能と、配管の引張強度と同等の引抜き阻止力が得られ、かつメンテナンス性にも優れ、特に地震に対する信頼性の高い埋設配管用耐震型接続構造を提供しようとするものである。
【0012】
【課題を解決するための手段】
この発明に係る埋設配管用耐震型接続構造は、埋設配管路に設置されたピット内において、埋設配管路の開閉バルブに締結される接合管と、相手側埋設配管に接続される接合管とを管軸方向スライド式の管継手により接続する構造であって、前記両接合管に埋設配管より厚肉の短尺管体を用い、前記管継手の継手本体は前記両接合管の外径より若干大きい内径を有するストレート管部と該ストレート管部の接合管端側開口端部よりテーパー状に拡がる拡径部を有し、前記拡径部の開口端部に形成したフランジ部をOリングを介在させてボルト締結する方式の2分割構造となし、かつ前記ストレート管部の内周壁に配管外周面上をスライド可能に設けた環状突起壁の後部に、当該接合管に外嵌されてストレート管部開口端部にボルト締結される押輪をもって拘束される弾性シール材が組込まれ、両接合管の管接合端部に前記環状突起壁と所定の距離を隔てて凹凸嵌合方式にて着脱可能に外嵌された金属製リングが前記継手本体のストレート管部との間に食い込んで前記環状突起壁に係止して配管の抜け出しが防止される機構となし、前記継手本体に少なくとも一つの放散孔を設けた構造となしたことを特徴とし、また、前記金属製リングは、円周の一部に切欠部を有し、かつ外径が継手本体のストレート管部の内径より若干大きいものを用いたりするものである。
【0013】
この発明において、継手本体を2分割構造としたのは、シール材および金属製リングの交換を容易にするためである。また、継手本体の形状として、配管外径より若干大きい内径を有するストレート管部と該ストレート管部の接合管端側開口端部よりテーパー状に拡がる拡径部を有する、太鼓状に近い形状としたのは、管軸方向の伸縮量の増加と、継目部分から配管が屈曲した場合の変位量(芯ずれ量)を大きくとるためである。
【0014】
また、配管の抜け出しを阻止する手段として、双方の接合管端部に凹凸嵌合方式にて着脱可能に外嵌された金属製リングが継手本体のストレート管部との間に食い込んで前記環状突起壁に係止させる方式を採用したのは、より大きな引抜き阻止力を得るためと、弾性シール材の交換を容易にするためである。すなわち、埋設配管に管軸方向の引張力が作用して接合管が移動し金属製リングが継手本体のストレート管部との間に食い込むことにより大きな引抜き阻止力が得られる。また、金属製リングを着脱式としたことにより継手本体を両接合管より容易に抜き取ることができるので、弾性シール材の交換作業を容易に行うことができる。
【0015】
また、この発明において、上記金属製リングとして、円周の一部に切欠部を設けるのは、接合管端部に対する着脱を容易にするためであり、また、外径が継手本体のストレート管部の内径より若干大きいリングを用いるのは、金属製リングが継手本体のストレート管部との間に食い込んで得られる引抜き阻止力をより高めるためである。
【0016】
なお、両接合管に埋設配管より厚肉の短尺管体を用いたのは、前記金属製リングを凹凸嵌合し得る肉厚を確保するためである。また、この金属製リングの断面形状は特に限定するものではないが、継目部分から配管が屈曲した場合に当該リングの外周面が継手本体のテーパー状に拡がる拡径部の内周面に面接触できるように、リングの外周面に継手本体のテーパー面と逆方向のテーパー面を有する断面形状とするのが好ましい。
【0017】
さらに、弾性シール材を継手本体の後部内側に組込み、ボルト締結される押輪をもって拘束するごとく設けたのは、シール材の損傷を防止し耐久性の向上をはかるためと、交換を容易にするためである。
【0018】
この発明は以上のごとく構成されているので、ストレート管部とテーパー状に拡がる拡径部を有する2分割構造の継手本体と、金属製リングおよび環状突起壁とからなる抜止め防止機構とによって、管軸方向の伸縮量を大きくとることが可能となるとともに、金属製リングが継手本体のストレート管部との間に食い込むことにより拘束されて配管と同等の大きな引抜き阻止力を確保することができる。また、継手本体の拡径部の作用により配管の芯ずれ量を大きくとることができる。さらに、継手本体に放散孔を設けた構造としたことにより、放散バルブが作業の邪魔にならないばかりか、ピット壁との間に大きな離隔を確保できる。
【0019】
【発明の実施の形態】
図1はこの発明に係る埋設配管用耐震型接続構造の一例を示す側面図、図2は同上の接続構造における埋設配管用管継手を拡大して示す縦断側面図、図3は同上の埋設配管用管継手の一部を拡大して示す図で、(A)は通常時の状態を示す縦断側面図、(B)は配管引張時の状態を示す縦断側面図、図4は同上の埋設配管用管継手における他の金属製リングを例示したもので、(A)は正面図、(B)は埋設配管用管継手の連絡短管に装着した状態の一部を示す縦断側面図であり、1は管軸方向スライド式管継手、2-1、2-2は連絡短管、3は金属製リング、3-1はテーパー面、 3-2 切欠部、4は弾性シール材、5は押輪である。
【0020】
ピット16内の配管設備構成は、上流側埋設配管15に溶接にて接続された連絡短管2−1、下流側埋設配管15に接続された開閉バルブ13にボルト締結される連絡短管2−2、両側連絡短管2−1、2−2を接続する管軸方向スライド式管継手1と、放散バルブ14とから構成されている。なお、ピット16はコンクリート製であって、前記したごとく埋設配管路に2〜4km置きに設置されている。
【0021】
この発明に係る管継手1は、両側連絡短管2−1、2−2の外径より若干大きい内径を有するストレート管部1−1と該ストレート管部の接合管端側開口端部よりテーパー状に拡がる拡径部1−2を有する2個一対の筒体で継手本体を構成し、この継手本体は両方の筒体の前記拡径部1−2の開口端部に形成したフランジ部1−3をOリング1−4を介在させて重ね合せた状態で、当該フランジ部1−3をボルト1−5にて締結する方式の2分割構造となしたもので、両方の筒体のストレート管部1−1の内周面には連絡短管2の外周面上をスライド可能な内径を有する環状突起壁1−6が設けられ、さらにこのストレート管部1−1の後端部には後述する弾性シール材4を拘束する押輪5をボルト締結するためのフランジ部1−7が設けられている。
【0022】
この管継手における抜出し防止機構は、埋設配管15より厚肉の短尺管体からなる両側連絡短管2−1、2−2の接合管端部に凹凸嵌合方式にて着脱可能に外嵌された金属製リング3に継手本体のストレート管部1−1の内周面に両側連絡短管2−1、2−2の外周面上をスライド可能に設けた環状突起壁1−6を係止させる方式を採用している。ここで、金属製リング3は継目部分から配管が屈曲した場合に当該リングの外周面が継手本体のテーパー状に拡がる拡径部1−2の内周面に面接触できるように、当該リングの外周面を前記拡径部1−2のテーパー面と逆方向のテーパー面3−1に形成している。また、この金属製リング3は埋設配管15に引張力が作用して互いに相反する方向に両側連絡短管2−1、2−2が移動した際に、継手本体のストレート管部1−1との間に食い込んで拘束されるとともに、前記環状突起壁1−6に係止して配管の抜け出しが防止されるように構成されている。
【0023】
上記金属製リング3を両側連絡短管2−1、2−2の接合管端部に凹凸嵌合方式にて着脱可能に外嵌する手段としては、図4に示すごとく、当該リングの円周の一部を切断して外嵌するか、または当該リングを2分割構造として外嵌する方法等により簡易迅速に凹凸嵌合させることができる。
【0024】
図4に示す金属製リング3は、当該リングの円周の一部に切欠部3−2を設け、かつリング外径が前記継手本体のストレート管部1−1の内径よりも若干大きいリングを例示したものである。この金属製リングを連絡短管2−1、2−2の接合管端部に装着する際は、当該リングを左右に押し広げて凹凸嵌合させる。また、この金属製リングは図4(B)に示すごとく、外径が前記継手本体のストレート管部1−1の内径よりも若干大きいので、埋設配管15に引張力が作用して互いに相反する方向に両側連絡短管2−1、2−2が移動した際に、継手本体のストレート管部1−1で絞られるので、より大きな引抜き阻止力が得られる。
【0025】
また、この管継手における弾性シール材4は、継手本体のストレート管部1−1の環状突起壁1−6に隣接して両側連絡短管2−1、2−2に外嵌され、ストレート管部開口端部のフランジ部1−7にボルト5−1にて締結される押輪5をもって拘束されるように取付けられている。
【0026】
開閉バルブ13の両側に設ける放散バルブ14のうち、管継手側は当該継手本体の一方の筒体の拡径部1−2に設け、他方の放散バルブ14は下流側の埋設配管15に可及的に開閉バルブ13に近接して設置し、この側のピット壁と所望の離隔を確保する。
【0027】
なお、この発明の配管接続構造においては、両側連絡短管2-1、2-2に埋設配管15より厚肉の短尺管体を用いるので、上流側の連絡短管2-1は溶接にて上流側埋設配管15と接続し、遮断板(ガスケット)13-1を挿入する側の他方の連絡短管2-2は従来と同様ボルト締結により開閉バルブ13と接続する。
【0028】
上記構成の配管接続構造において、例えば地震により両方の埋設配管15に互いに相反する方向に大きな引張力が作用した場合には、両側連絡短管2−1、2−2がスライドすることにより両方の金属製リング3が継手本体のストレート管部1−1との間に食い込んで拘束されるので大きな引抜き阻止力を確保することができるとともに、各金属製リング3が環状突起壁1−6に当接することにより両側連絡短管2−1、2−2が管継手より離脱することはない。
【0029】
また、金属製リング3と環状突起壁1−6との間隔は従来よりはるかに長い距離となっているので、地震による大変位に対しても十分に吸収することができる。さらに、地震等により両側連絡短管2−1、2−2に大きな曲げの力が加わって管継手の部分から両側連絡短管2−1、2−2が屈曲して芯ずれが生じた場合、継手本体の拡径部1−2の内周面と両側連絡短管2−1、2−2の開口端部に凹凸嵌合した金属製リング3との間に形成されている隙間の部分でその変位が吸収されるので、継手本体に与える影響は極めて小さい。
【0030】
【発明の効果】
以上説明したごとく、この発明は以下に記載する効果を奏する。
(1)継手本体をストレート管部とテーパー状に拡がる拡径部を有する一対の筒体からなる2分割方式としたことにより、組立てが簡単である。
(2)両側連絡短管に凹凸嵌合する金属製リングと継手本体側に設けた環状突起壁とからなる抜止め防止機構によって、管軸方向の伸縮量を大きくとることが可能となるとともに、金属製リングが継手本体のストレート管部との間に食い込んで拘束されて止まる構造となっているので、配管強度と同等以上の大きな引抜き阻止力を確保することができる。
(3)継手本体の拡径部の作用により配管の芯ずれ量を大きくとることができるので、両側連絡短管に大きな曲げの力が加わって管継手の部分から両側連絡短管が屈曲して芯ずれが生じても、継手本体が損傷されるおそれはほとんどない。
(4)金属製リングを着脱式としたことにより継手本体を接合管より容易に抜き取ることが可能となり、弾性シール材の交換作業を容易に行うことができる。
(5)管継手と両側連絡短管との弾性シール材を継手本体の後部内側に組込み、ボルト締結される押輪をもって拘束するごとく設けたことにより、シール材の損傷を防止し耐久性の向上がはかられる。
(6)開閉バルブの両側に設ける放散バルブのうち、管継手側は当該継手本体自体に設け、他方の放散バルブは可及的に開閉バルブに近接して設置することができるので、ピット壁と所望の離隔を確保することができ、放散バルブがピット内での配設作業の邪魔になることがなく、ピット内の狭い場所にあっても配設を簡便となすとともに、金属製リングおよび弾性シール材の交換を簡易迅速に行うことができるので、メンテナンス性に富む。
(7)大きな伸縮量と所望の芯ずれ量を確保できる変位吸収機能と、配管の引張強度と同等の引抜き阻止機能を有する点で、特に地震に対する信頼性は極めて高い。
【図面の簡単な説明】
【図1】この発明に係る埋設配管用耐震型接続構造の一例を示す側面図である。
【図2】同上の埋設配管用耐震型接続構造における埋設配管用管継手を拡大して示す縦断側面図である。
【図3】同上の埋設配管用管継手の一部を拡大して示す図で、(A)は通常時の状態を示す縦断側面図、(B)は配管引張時の状態を示す縦断側面図である。
【図4】同上の埋設配管用管継手における他の金属製リングを例示したもので、(A)は正面図、(B)は埋設配管用管継手の連絡短管に装着した状態の一部を示す縦断側面図である。
【図5】この発明の対象とする従来の埋設配管用接続構造の一例を示す側面図である。
【図6】同上従来の埋設配管用管継手を拡大して示す縦断側面図である。
【符号の説明】
1 管継手
2−1、2−2 両側連絡短管
3 金属製リング
3−1 テーパー面
3−2 切欠部
4 弾性シール材
5 押輪
13 開閉バルブ
14 放散バルブ
15 埋設配管
16 ピット
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a seismic connection structure for buried pipes in pits (human holes) installed in underground pipes such as buried gas pipes, and more particularly to seismic vibration and displacement absorption to cope with an earthquake or land subsidence. It relates to a seismic connection structure with a function and a large pull-out stopping force.
[0002]
[Prior art]
In underground pipes such as buried gas pipes, pits are provided every 2 to 4 km so that pipes can be inspected and an emergency situation such as an earthquake or a fire can be immediately dealt with. A valve for opening / closing, a pipe-sliding pipe joint for absorbing expansion and contraction of a pipe line, a diffusion valve for diffusing fluid, and the like are provided. FIG. 5 shows an example of conventional piping equipment in a pit for buried gas piping, 11 is a pipe joint in the axial direction for absorbing expansion and contraction of the piping, 12 is a connecting short pipe, and 13 is a piping pipe. Reference numeral 14 denotes a valve for opening and closing, 14 denotes a diffusion valve for extracting gas from the pipeline in an emergency or in-pipe inspection, 15 denotes a buried pipe (main pipe), and 16 denotes a pit.
[0003]
That is, in the conventional piping system in a pit, the embedded pipe 15 is penetrated and supported on the side wall of the pit 16, and is connected to the embedded pipe 15 on the upstream side (the left side in FIG. An open / close valve 13 is disposed between the connecting short pipe 12 and the downstream (right side in FIG. 5) buried pipe 15, and a diffusion valve 14 is attached to each of the upstream and downstream buried pipes 15. Configuration.
[0004]
Here, the connection between the valve 13 for opening and closing the pipe passage and the upstream buried pipe 15 via the communication short pipe 12 connected by the pipe axially slidable pipe joint 11 is the connection short pipe. This is for facilitating the operation when inserting the blocking plate (gasket) 13-1 between the pipe 12 and the valve 13. The purpose of inserting the blocking plate 13-1 is to completely prevent gas leakage from the closed on-off valve 13. When inserting a blocking plate (gasket) 13-1 between the connecting short pipe 12 and the valve 13, once the connecting short pipe 12 is detached from the opening / closing valve 13, the connecting short pipe 12 is slid to the upstream buried pipe 15 side and the valve 13 is connected to the valve 13. Then, after inserting the blocking plate 13-1 in this state, the connecting short pipe 12 is bolted to the opening / closing valve 13 again.
[0005]
As shown in FIGS. 5 and 6, a conventional pipe-sliding pipe joint 11 for absorbing expansion and contraction of a pipe line in the above-mentioned piping equipment configuration has a communication with the upstream buried pipe 15 at a predetermined interval. A pair of fastening flanges 11-2 externally fitted to both joining pipe ends of the short pipe 12, and an annular projection wall 11-5 on the inner peripheral surface, and a joining pipe end between the fastening flanges. A joint body 11-1 which is slidably fitted to the outside, a fastening bolt 11-3 laterally provided between the fastening flanges 11-2, and both opening flanges of the joint body 11-1 and both fastening flanges 11-1. -2, and a seal ring (rubber packing) 11-4 interposed between the joint body 11-1 and the fastening flange 11 with the screwing of the fastening bolt 11-3. together form a structure to be connected are clamped between -2 plurality of collision for retaining provided to the joint pipe end contact short pipe 12 and the upstream side buried pipe 15 11-6 to the annular projection wall 11-5 is engaged and has a mechanism for escape of the joint body 11-1 can be prevented.
[0006]
That is, in the conventional earthquake-resistant connection structure, the joint body 11-1 is clamped through the seal ring 11-4 by the screwing of the fastening bolt 11-3 of the pipe axial direction pipe joint 11, and the connection is performed. When a tensile force acts on the connecting short pipe 12 in the pipe axis direction, the connecting short pipe and the pipe joint slide in the pipe axis direction with each other to absorb the displacement, and the upstream pipe is connected to the upstream side. The buried pipe 15 and the connecting short pipe 12 have a structure in which the detachment between the pipe joint 11 and the connecting short pipe 12 is prevented by a retaining projection 11-6 provided at the pipe end.
[0007]
[Problems to be solved by the invention]
However, such a conventional earthquake-resistant connection structure has the following problems.
That is, although the conventional pipe joint has the function of absorbing displacement in the pipe axis direction as described above, a plurality of retaining projections 11-6 provided at the end of the joining pipe between the upstream buried pipe 15 and the connecting short pipe 12 are provided. The distance between the annular projection wall 11-5 provided on the joint body side, that is, the stroke in the pipe axis direction, is set between the fastening flange of the on-off valve 13 and the flange of the connecting short pipe 12 fastened to the valve. Since it is enough that a gap necessary for inserting -1 is formed, it is not so large as apparent from the drawing, and the displacement absorption in the tube axis direction is small. In addition, since the pull-out preventing force of the pipe joint depends on the strength of the plurality of retaining projections 11-6 provided at the ends of the joined pipes on both sides, a strong tensile force is applied to the connecting short pipe due to an earthquake or the like. In this case, there is a possibility that the retaining projection 11-6 may be missing, and there is a drawback that a mechanically large pull-out resistance cannot be obtained.
[0008]
In addition, since the conventional pipe joint does not have a displacement absorbing function against bending in a structural manner, a large bending force is applied to the pipe line due to an earthquake or the like, and a short pipe connecting the pipe joint portion to the upstream buried pipe 15 side. If the 12 side is bent to cause misalignment, there is a possibility that the joint body 11-1 may be cracked or damaged, or the fastening bolt 11-3 may be broken.
[0009]
Further, since the conventional pipe joint has a structure in which a part of the seal ring 11-4 is exposed to the outside, there has been a problem that the ring is severely damaged and the durability has to be deteriorated.
[0010]
Furthermore, since the conventional pipe connection structure has a structure in which the emission valve 14 cannot be directly attached to the pipe joint portion, it must be provided in the upstream and downstream buried piping 15 as shown in the drawing, and the emission valve 14 Since the mutual slide width (stroke) in the pipe axis direction cannot be increased because of the obstruction, there is a disadvantage that maintenance performance such as replacement of the seal ring 11-4 is poor.
[0011]
The present invention has been made in order to solve the above-mentioned conventional problems, and a displacement absorbing function capable of securing a large amount of expansion and contraction and a desired amount of misalignment, and a pull-out preventing force equivalent to the tensile strength of a pipe are obtained. Another object of the present invention is to provide a seismic connection structure for buried piping which has excellent maintainability and is particularly reliable against earthquakes.
[0012]
[Means for Solving the Problems]
The seismic connection structure for buried piping according to the present invention includes, in a pit installed in the buried piping, a joining pipe fastened to an opening / closing valve of the buried piping and a joining pipe connected to the mating buried piping. A structure in which pipe joints are connected by pipe-sliding pipes in the axial direction, wherein both joint pipes use a short pipe body thicker than the buried pipe, and the joint body of the pipe joint is slightly larger than the outer diameter of both joint pipes. It has a straight pipe portion having an inner diameter and a diameter-enlarged portion that expands in a tapered shape from an open end portion of the straight pipe portion on the joining pipe end side, and an O-ring is interposed between a flange portion formed at the open end portion of the enlarged diameter portion. A straight pipe opening is fitted to the joining pipe at the rear of an annular projection wall provided on the inner peripheral wall of the straight pipe so as to be slidable on the outer peripheral surface of the pipe. Bolted to the end An elastic seal material constrained by a ring is incorporated, and a metal ring detachably fitted to the pipe joint ends of the two joint pipes by a concave and convex fitting method at a predetermined distance from the annular projection wall is provided. The joint body has a mechanism in which it is engaged with the straight pipe portion and is engaged with the annular projection wall to prevent the pipe from coming off, and the joint body has a structure in which at least one radiation hole is provided. A feature is that the metal ring has a notch in a part of the circumference and has an outer diameter slightly larger than the inner diameter of the straight pipe portion of the joint body.
[0013]
In the present invention, the joint body is divided into two parts in order to facilitate replacement of the seal member and the metal ring. Further, as the shape of the joint body, a straight pipe portion having an inner diameter slightly larger than the outer diameter of the pipe and a diameter-expanded portion that expands in a tapered shape from the open end of the joining pipe end of the straight pipe portion have a shape close to a drum shape. The reason for this is to increase the amount of expansion and contraction in the pipe axis direction and increase the amount of displacement (center misalignment) when the pipe is bent from the joint.
[0014]
Further, as means for preventing the pipe from coming off, a metal ring removably fitted to both ends of the joined pipe in a concave-convex fitting manner is cut into the straight pipe part of the joint body, and the annular projection is formed. The reason for adopting the method of locking to the wall is to obtain a greater pull-out preventing force and to facilitate replacement of the elastic sealing material. In other words, a tensile force in the pipe axis direction acts on the buried pipe, so that the joining pipe moves and the metal ring bites into the straight pipe portion of the joint body, so that a large pull-out preventing force is obtained. In addition, since the metal ring is detachable, the joint body can be easily extracted from both the joint pipes, so that the work of replacing the elastic sealing material can be easily performed.
[0015]
In the present invention, the metal ring is provided with a notch in a part of the circumference in order to facilitate attachment / detachment to the end of the joint pipe, and the outer diameter of the straight pipe part of the joint body is set to be not more than one. The reason for using a ring that is slightly larger than the inner diameter of the joint is to further enhance the pull-out inhibiting force obtained when the metal ring bites into the straight pipe portion of the joint body.
[0016]
The reason why a short pipe body thicker than the buried pipe is used for both the joint pipes is to secure a wall thickness capable of fitting the metal ring into and out of recesses. The cross-sectional shape of the metal ring is not particularly limited, but when the pipe is bent from the joint portion, the outer peripheral surface of the ring comes into surface contact with the inner peripheral surface of the enlarged diameter portion that expands in a tapered shape of the joint body. Preferably, the ring has a cross-sectional shape having a taper surface in the opposite direction to the taper surface of the joint body on the outer peripheral surface of the ring.
[0017]
Furthermore, the elastic sealing material is incorporated inside the rear part of the joint main body and is provided so as to be restrained by a pressing wheel to be bolted, in order to prevent damage to the sealing material, improve durability, and to facilitate replacement. It is.
[0018]
Since the present invention is configured as described above, a joint prevention body having a two-part structure having a straight pipe portion and a diameter-enlarging portion expanding in a tapered shape, and a retaining prevention mechanism including a metal ring and an annular projection wall, It is possible to increase the amount of expansion and contraction in the pipe axis direction, and it is possible to secure a large pull-out inhibiting force equivalent to that of the pipe by restraining the metal ring by cutting into the straight pipe portion of the joint body. . Further, the amount of misalignment of the pipe can be increased by the action of the enlarged diameter portion of the joint body. Further, by providing the joint body with the structure in which the radiation holes are provided, not only does the radiation valve not hinder the work, but also a large separation can be secured between the pit wall.
[0019]
BEST MODE FOR CARRYING OUT THE INVENTION
1 is a side view showing an example of a seismic connection structure for buried piping according to the present invention, FIG. 2 is an enlarged longitudinal sectional view showing a buried piping joint in the connection structure of the above, and FIG. (A) is a vertical side view showing a normal state, (B) is a vertical side view showing a state in which a pipe is pulled, and FIG. 4 is a buried pipe of the same. (A) is a front view, (B) is a longitudinal sectional side view showing a part of a state attached to the connecting short pipe of the buried piping fitting, 1 is a pipe joint in the axial direction of the pipe, 2-1 and 2-2 are connecting short pipes, 3 is a metal ring, 3-1 is a tapered surface, 3-2 is a cutout, 4 is an elastic sealing material, 5 is It is a pressing wheel.
[0020]
The piping facilities in the pit 16 include a connecting short pipe 2-1 connected to the upstream buried pipe 15 by welding and a connecting short pipe 2 bolted to the on-off valve 13 connected to the downstream buried pipe 15. 2. It is composed of a pipe-type sliding pipe joint 1 for connecting the both-side connecting short pipes 2-1 and 2-2, and a dissipation valve 14. The pits 16 are made of concrete, and are set at intervals of 2 to 4 km in the buried piping as described above.
[0021]
The pipe joint 1 according to the present invention has a straight pipe portion 1-1 having an inner diameter slightly larger than the outer diameter of the both-side connecting short pipes 2-1 and 2-2, and a taper from a joint pipe end side open end of the straight pipe portion. A joint body is constituted by a pair of two cylindrical bodies having an enlarged diameter portion 1-2 which expands like a flange, and the joint body is formed by a flange portion 1 formed at an open end of the enlarged diameter portion 1-2 of both the cylindrical bodies. -3 are overlapped with an O-ring 1-4 interposed therebetween, and the flange portion 1-3 is fastened with bolts 1-5 to form a two-part structure. An annular projection wall 1-6 having an inner diameter slidable on the outer peripheral surface of the connecting short tube 2 is provided on the inner peripheral surface of the tube portion 1-1. A flange portion 1-7 for bolting a pressing wheel 5 that restrains an elastic sealing material 4 described later is provided. To have.
[0022]
The pull-out prevention mechanism of this pipe joint is detachably fitted to the joint pipe ends of the two-sided connecting short pipes 2-1 and 2-2 formed of a short pipe body thicker than the buried pipe 15 by using an uneven fitting method. An annular projection wall 1-6 provided on the inner peripheral surface of the straight tube portion 1-1 of the joint body so as to be slidable on the outer peripheral surface of the connecting short pipes 2-1 and 2-2 is fixed to the metal ring 3. We adopt method to let you do. Here, the metal ring 3 is provided so that, when the pipe is bent from the joint portion, the outer peripheral surface of the ring can make surface contact with the inner peripheral surface of the enlarged diameter portion 1-2 which expands in a tapered shape of the joint body. The outer peripheral surface is formed as a tapered surface 3-1 in a direction opposite to the tapered surface of the enlarged diameter portion 1-2. The metal ring 3 is connected to the straight pipe portion 1-1 of the joint body when the both-side connecting short pipes 2-1 and 2-2 move in directions opposite to each other due to a tensile force acting on the buried pipe 15. It is configured so as to bite into the space and be restrained, and to be locked to the annular projection wall 1-6 to prevent the pipe from coming off.
[0023]
As means for detachably fitting the metal ring 3 to the joining pipe ends of the connecting short pipes 2-1 and 2-2 on both sides in a concave-convex fitting manner, as shown in FIG. Can be easily and quickly fitted by a method such as cutting a part of the ring and fitting the ring outside, or fitting the ring into a two-part structure.
[0024]
The metal ring 3 shown in FIG. 4 is provided with a notch 3-2 in a part of the circumference of the ring, and a ring whose outer diameter is slightly larger than the inner diameter of the straight pipe portion 1-1 of the joint body. This is an example. When this metal ring is attached to the end of the connecting pipe of the connecting short pipes 2-1 and 2-2, the ring is pushed to the left and right to engage with the concave and convex. Further, as shown in FIG. 4B, since the outer diameter of this metal ring is slightly larger than the inner diameter of the straight pipe portion 1-1 of the joint body, a tensile force acts on the buried pipe 15 so that they are opposite to each other. When the both-side connecting short pipes 2-1 and 2-2 move in the direction, the pipes are narrowed by the straight pipe portion 1-1 of the joint body, so that a larger pull-out preventing force can be obtained.
[0025]
In addition, the elastic sealing material 4 in this pipe joint is fitted to the connecting short pipes 2-1 and 2-2 on both sides adjacent to the annular projection wall 1-6 of the straight pipe portion 1-1 of the joint main body, and the straight pipe is formed. It is attached to the flange 1-7 at the opening end so as to be restrained by the pressing wheel 5 fastened by the bolt 5-1.
[0026]
Among the diffusion valves 14 provided on both sides of the opening / closing valve 13, the pipe joint side is provided in the enlarged diameter portion 1-2 of one tubular body of the joint main body, and the other diffusion valve 14 is capable of reaching the buried pipe 15 on the downstream side. It is installed in close proximity to the opening and closing valve 13 to secure a desired separation from the pit wall on this side.
[0027]
In the pipe connection structure of the present invention, a short pipe having a thicker wall than the buried pipe 15 is used for the connecting short pipes 2-1 and 2-2 on both sides. Therefore, the upstream connecting short pipe 2-1 is welded. The other connecting short pipe 2-2, which is connected to the upstream buried pipe 15 and on which the blocking plate (gasket) 13-1 is inserted, is connected to the opening / closing valve 13 by bolting as in the related art.
[0028]
In the pipe connection structure having the above-described configuration, for example, when a large tensile force acts on both buried pipes 15 in directions opposite to each other due to an earthquake, the both-side connecting short pipes 2-1 and 2-2 slide, thereby causing both buried pipes 15 to slide. Since the metal rings 3 bite between the straight pipe portions 1-1 of the joint body and are constrained, a large pull-out inhibiting force can be secured, and each metal ring 3 contacts the annular projection wall 1-6. The contact short pipes 2-1 and 2-2 are not separated from the pipe joint by contact.
[0029]
Further, since the distance between the metal ring 3 and the annular projection wall 1-6 is much longer than the conventional one, it is possible to sufficiently absorb a large displacement due to an earthquake. Furthermore, when a large bending force is applied to the two-side connecting short pipes 2-1 and 2-2 due to an earthquake or the like, and the two-side connecting short pipes 2-1 and 2-2 are bent from the pipe joint portion and the center is shifted. A portion of a gap formed between the inner peripheral surface of the enlarged diameter portion 1-2 of the joint body and the metal ring 3 fitted into the open ends of the two-sided connecting short tubes 2-1 and 2-2. In this case, the displacement is absorbed, so that the effect on the joint body is extremely small.
[0030]
【The invention's effect】
As described above, the present invention has the following effects.
(1) The assembly is simple because the joint body is a two-part system composed of a pair of cylinders having a straight pipe portion and an enlarged diameter portion that expands in a tapered shape.
(2) The retaining mechanism, which is made up of a metal ring fitted unevenly to the connecting short pipe on both sides and an annular projection wall provided on the joint body side, makes it possible to increase the amount of expansion and contraction in the pipe axis direction. Since the metal ring has a structure in which the metal ring bites into the straight pipe portion of the joint main body and is stopped by being restrained, a large pull-out preventing force equal to or higher than the strength of the pipe can be secured.
(3) Since the amount of misalignment of the pipe can be increased by the action of the enlarged diameter portion of the joint body, a large bending force is applied to the both-side connecting short pipe, and the both-side connecting short pipe bends from the pipe joint. Even if the misalignment occurs, there is almost no possibility that the joint body is damaged.
(4) Since the metal ring is detachable, the joint body can be easily extracted from the joint pipe, and the replacement work of the elastic sealing material can be easily performed.
(5) The elastic sealing material of the pipe joint and the connecting short pipes on both sides is incorporated inside the rear part of the joint body, and is provided so as to be restrained by the pressing ring to be bolted, thereby preventing damage to the sealing material and improving durability. Peel off.
(6) Among the diffusion valves provided on both sides of the opening / closing valve, the pipe joint side is provided on the joint body itself, and the other diffusion valve can be provided as close to the opening / closing valve as possible. A desired separation can be ensured, the dissipating valve does not hinder the installation work in the pit, the installation is simplified even in a narrow place in the pit, and the metal ring and elasticity Since the replacement of the sealing material can be easily and quickly performed, the maintenance is easy.
(7) It has extremely high reliability, especially against earthquakes, in that it has a displacement absorption function that can secure a large amount of expansion and contraction and a desired amount of misalignment, and a pull-out prevention function equivalent to the tensile strength of piping.
[Brief description of the drawings]
FIG. 1 is a side view showing an example of a seismic connection structure for buried piping according to the present invention.
FIG. 2 is an enlarged longitudinal side view of a buried piping pipe joint in the buried piping seismic connection structure.
FIG. 3 is an enlarged view of a part of the pipe joint for buried piping, in which (A) is a longitudinal sectional side view showing a normal state, and (B) is a longitudinal sectional side view showing a state in which the pipe is pulled. It is.
FIG. 4 illustrates another metal ring in the above-mentioned buried piping fitting, in which (A) is a front view, and (B) is a part of the buried piping fitting attached to a connecting short pipe. FIG.
FIG. 5 is a side view showing an example of a conventional connection structure for buried piping to which the present invention is applied.
FIG. 6 is a longitudinal sectional side view showing the conventional pipe joint for buried piping in an enlarged manner.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Pipe joint 2-1 and 2-2 Both-side connecting short pipe 3 Metal ring 3-1 Taper surface 3-2 Notch 4 Elastic sealing material 5 Pressing ring 13 Opening / closing valve 14 Dissipation valve 15 Buried piping 16 Pit

Claims (2)

埋設配管路に設置されたピット内において、埋設配管路の開閉バルブに締結される接合管と、相手側埋設配管に接続される接合管とを管軸方向スライド式の管継手により接続する構造であって、前記両接合管に埋設配管より厚肉の短尺管体を用い、前記管継手の継手本体は前記両接合管の外径より若干大きい内径を有するストレート管部と該ストレート管部の接合管端側開口端部よりテーパー状に拡がる拡径部を有し、前記拡径部の開口端部に形成したフランジ部をOリングを介在させてボルト締結する方式の2分割構造となし、かつ前記ストレート管部の内周壁に配管外周面上をスライド可能に設けた環状突起壁の後部に、当該接合管に外嵌されてストレート管部開口端部にボルト締結される押輪をもって拘束される弾性シール材が組込まれ、両接合管の管接合端部に前記環状突起壁と所定の距離を隔てて凹凸嵌合方式にて着脱可能に外嵌された金属製リングが前記継手本体のストレート管部との間に食い込んで前記環状突起壁に係止して配管の抜け出しが防止される機構となし、前記継手本体に少なくとも一つの放散孔を設けた構造となしたことを特徴とする埋設配管用耐震型接続構造。In a pit installed in a buried pipeline, a joint pipe connected to the on-off valve of the buried pipeline and a joint pipe connected to the mating buried pipeline are connected by a pipe joint that slides in the axial direction. In addition, a short pipe body thicker than a buried pipe is used for the two joint pipes, and a joint body of the pipe joint is a joint between a straight pipe part having an inner diameter slightly larger than an outer diameter of the two joint pipes and the straight pipe part. It has a diameter-enlarging portion that expands in a tapered shape from the opening end of the tube end side, and has a two-part structure in which a flange formed at the opening end of the diameter-enlarging portion is bolted with an O-ring interposed therebetween, and Elasticity which is restrained by a pressing ring which is fitted to the joining pipe and is bolted to the opening end of the straight pipe portion, at the rear of an annular projection wall slidably provided on the inner circumferential wall of the straight pipe portion on the outer circumferential surface of the pipe. Built-in sealing material A metal ring removably fitted to the pipe joint end of each of the joint pipes at a predetermined distance from the annular projection wall by a concave-convex fitting method bites into a straight pipe portion of the joint body. A seismic connection structure for buried piping, characterized in that the joint main body is provided with at least one radiation hole without a mechanism for locking the annular projection wall to prevent the pipe from coming off. 前記金属製リングは、円周の一部に切欠部を有し、かつ外径が継手本体のストレート管部の内径より若干大きいことを特徴とする請求項1記載の埋設配管用耐震型接続構造。The said metal ring has a notch in a part of circumference, and the outer diameter is slightly larger than the inner diameter of the straight pipe part of a joint main body, The seismic resistant connection structure for buried piping of Claim 1 characterized by the above-mentioned. .
JP09532097A 1997-03-28 1997-03-28 Seismic connection structure for buried piping Expired - Lifetime JP3569101B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP09532097A JP3569101B2 (en) 1997-03-28 1997-03-28 Seismic connection structure for buried piping

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP09532097A JP3569101B2 (en) 1997-03-28 1997-03-28 Seismic connection structure for buried piping

Publications (2)

Publication Number Publication Date
JPH10274372A JPH10274372A (en) 1998-10-13
JP3569101B2 true JP3569101B2 (en) 2004-09-22

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Family Applications (1)

Application Number Title Priority Date Filing Date
JP09532097A Expired - Lifetime JP3569101B2 (en) 1997-03-28 1997-03-28 Seismic connection structure for buried piping

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101521520B1 (en) * 2013-12-09 2015-05-19 주식회사 비앤에스조인트 Expansion joint with improved fluid tightness

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000329275A (en) * 1999-05-20 2000-11-30 Osaka Gas Co Ltd Pipe connecting structure
JP7499077B2 (en) * 2020-06-11 2024-06-13 株式会社栗本鐵工所 Pipe body separation prevention joint, separation prevention structure, and construction method of separation prevention structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101521520B1 (en) * 2013-12-09 2015-05-19 주식회사 비앤에스조인트 Expansion joint with improved fluid tightness

Also Published As

Publication number Publication date
JPH10274372A (en) 1998-10-13

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