JP4664537B2 - Elastic pad for track and elastic method for track - Google Patents

Elastic pad for track and elastic method for track Download PDF

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Publication number
JP4664537B2
JP4664537B2 JP2001203065A JP2001203065A JP4664537B2 JP 4664537 B2 JP4664537 B2 JP 4664537B2 JP 2001203065 A JP2001203065 A JP 2001203065A JP 2001203065 A JP2001203065 A JP 2001203065A JP 4664537 B2 JP4664537 B2 JP 4664537B2
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Prior art keywords
bag body
track
elastic
sleepers
elasticized
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JP2003013402A (en
Inventor
元 小澤
稔 太田
史夫 山本
吉隆 村田
勝敏 安藤
高広 堀池
博 長戸
明 向井
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Railway Technical Research Institute
Shinto Paint Co Ltd
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Railway Technical Research Institute
Shinto Paint Co Ltd
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Description

【0001】
【発明の属する技術分野】
本発明は、列車通過による荷重や衝撃を受けて長期使用中に生じた軌道の落ち込みによる浮きまくらぎ状態を補修し、列車の安全運行を確保するために必要な軌道状態を維持し、適正な弾性を与える軌道用弾性化パッドとこれを用いた軌道の弾性化工法に関するものである。
【0002】
【従来の技術】
バラストを敷設した有道床軌道(以下、バラスト軌道と略称)では、長期使用中にレール及びまくらぎを介して道床に繰り返し列車荷重が作用すると道床バラストが緩み、これにより生ずる軌道狂いの修復に定期的な保守を必要とする。
【0003】
特に継目部では、継目板の曲げ剛性が小さいためレール変形が大きくなり、レール形状が下向きに角度が付き易いことから車輪通過時に大きな衝撃を発生し、道床に伝わる振動加速度が大きくなる。
【0004】
このため、継目まくらぎ下では道床バラストの塑性変形が促進され、これにレール形状が追従できなくなると浮きまくらぎが発生し、更に衝撃荷重の発生に拍車を掛けることになる。このように、継目部は、乗り心地、走行安定性、軌道保守等から軌道の最弱点箇所となっており、多くの軌道整備を必要とする。
【0005】
この軌道整備手段としては、バラストを補充してマルチプルタイタンパーなどの作業機械でつき固めてまくらぎの下側に敷き込むのが最も一般的であるが、この方法はつき固め作業によって道床バラストを乱し、整備直後の初期沈下を発生する恐れがある。また、バラストを損傷させることで細粒化が促進されるため、安定状態を長期間維持するのが困難となり、比較的短い保守周期での整備を必要とする。
【0006】
この課題を解決する軌道整備手段として、イギリスで行われているまくらぎ下の空隙に豆砕石を圧縮空気で吹き込む「ストンブロア」がある。我が国でも、昭和18年に豆砕石敷き込み工法として作業基準が制定されたが、道床の固結助長等の理由で使用されなくなった。また、最近では特開平11−209903号公報に開示されているように、高分子弾性材の小片をまくらぎ下方のバラスト中に加振しながら埋入し、ついで道床抵抗力を確保するため、前記高分子弾性材の小片が埋入された道床部分に合成樹脂からなる道床安定剤を散布してバラスト及び高分子弾性材の小片を相互に結合する弾性化工法が提案されている。
【0007】
この提案による弾性化工法では、高分子弾性材の小片が埋入された道床部分が全体的に弾性化し、まくらぎを介して道床に作用する衝撃を適切に吸収可能な構造となり、しかも道床安定剤により所要の道床抵抗力を確保し、高分子弾性材による弾性効果を長期に渡って安定的に持続させることが可能であり、有道床軌道に生じる落ち込みや浮きまくらぎ現象を効果的に補修できる。
【0008】
【発明が解決しようとする課題】
しかしながら、前者の「ストンブロア」にいては、道床の固結助長のほか、豆砕石を確実に空隙に吹き込むのは容易ではない。また後者の弾性化工法にいては、バラストの細粒化が著しく進行して砂礫化した有道床軌道に適用した場合には、バラスト中に混在させた高分子弾性材の小片が細粒化したバラスト中に点在した状態になる。その結果、散布した合成樹脂剤による道床安定剤でバラスト及び高分子弾性材の小片を相互に結合できず、大幅なバラストの入れ替えを行わないと、所期の性能が達成できない恐れもある。
【0009】
また、バラストの細粒化がほとんど無い有道床軌道に適用した場合であっても、バラスト中に高分子弾性材の小片を均一な分散状態で混在させる作業は容易ではなく、熟練した作業者を必要とする。仮に著しく不均一な分散状態で補修が実施されると、均一なばね定数が得られずにレールに対する支持力が局部的に低下し、比較的短期間でレールの継目落ちなどを発生する恐れもある。
【0010】
そこで本発明は、これらの課題を解決し得る軌道用弾性化パッド及び軌道の弾性化工法を提供するものであって、主たる目的は軌道に作用する衝撃や荷重で生ずる落ち込みによる浮きまくらぎ現象や軌道の高低狂い及び弾性支持力の低下等の各種の障害を効果的に補修し、保守管理作業の軽減や乗り心地の改善を図るのに有効な軌道整備を容易且つ安価に達成することである。
【0011】
【課題を解決するための手段】
本発明による軌道用弾性化パッドは、袋本体と、この袋本体内へ均一な分散状態で予め封入した高分子弾性材の小片による弾性調整材と、まくらぎの直下に挿入した袋本体内へ硬化性の弾性樹脂材を後から加圧状態で注入するための樹脂注入部を備えている。
【0012】
この軌道用弾性化パッドは、まくらぎの直下に挿入する以前の弾性樹脂材が注入されていない状態では、ほぼ扁平な状態でまくらぎの直下へ容易に挿入することができると共に、その後の弾性樹脂材の加圧注入により上下方向(厚み方向)に膨張し、まくらぎを介して軌きょうを弾性的に支持することができる。
【0013】
この弾性化パッドによる弾性支持力は、予め袋本体内へ封入した弾性調整材の量や性状選定によって、所望なばね定数に設定することができると共に、加圧注入する弾性樹脂材の量を調整することによって、まくらぎを介して軌きょうの高さ調整を行うことも可能である。
【0014】
また、高分子弾性材の小片による弾性調整材は、袋本体内へ封入されているので外部へ流出することが無く、而も高分子弾性材の小片が均一な分散状態で封入されているので、均一なばね定数を長期に渡って維持することができる。
【0015】
前記軌道用弾性化パッドにおいて、前記弾性調整材は、高分子弾性材の小片を脂材に絡めて分散状態で接着させ多孔状とし、前記袋本体内へ置する形態を採ることができる。
【0016】
この軌道用弾性化パッドは、弾性調整材を構成する高分子弾性材の小片を脂材に絡めて接着させ多孔状にすることにより、使用中は勿論保管中や輸送中にも高分子弾性材の小片が均一な分散状態を維持した状態で袋本体内へ封入され、また接着により多孔状にすることによって、後から加圧注入する弾性樹脂材が多孔状の空隙を流動しながら、袋本体内へ均一に充填される。
【0017】
前記軌道用弾性化パッドにおいて、前記高分子弾性材の小片には、古タイヤを切断して得られるゴムチップを用いる形態を採ることができる。
【0018】
この軌道用弾性化パッドは、弾性調整材を構成する高分子弾性材の小片として古タイヤを切断して得られるゴムチップを用いることにより、産業廃棄物を有効に利用して環境保全できると共に、安価な弾性化パッドを提供できる。
【0019】
前記軌道用弾性化パッドにおいて、前記袋本体は、上面側の少なくとも一部が浸透性で、滲出して硬化した弾性樹脂材をまくらぎ底面に圧接状態で接着させる形態を採ることができる。
【0020】
この軌道用弾性化パッドは、加圧注入した弾性樹脂材が硬化する前に袋本体の上面側から滲出し、まくらぎの底面側に接着した状態で弾性化パッドを所定位置に保持ることが可能である。
【0021】
前記軌道用弾性化パッドにおいて、前記樹脂注入部には、前記袋本体の後端側から突出する左右一対の注入口形成されると共に、当該注入口には、袋本体内に達する注入パイプが挿着されている形態を採ることができる。
【0022】
この軌道用弾性化パッドは、袋本体に装着させた注入パイプ、本来の機能である弾性樹脂材を充填する注入口としてだけではなく、袋本体をまくらぎの直下に挿入する際押し込み棒の差込口として使用できると共に、このような使用により、袋本体まくらぎ直下に挿入する際に撓まないで円滑に挿着されるよう保形することができる。
【0023】
前記軌道用弾性化パッドにおいて、前記注入パイプは、先端側が袋本体のほぼ中間位置に達する状態で挿着されている形態を採ることができる。
【0024】
この軌道用弾性化パッドは、注入パイプの先端側袋本体のほぼ中間位置に設けられることにより、樹脂注入部を介して袋本体内へ加圧注入した弾性樹脂材を、当該袋本体へむらなく且つ迅速に充填ることができる。
【0025】
本発明による軌道の弾性化工法は、高分子弾性材の小片を樹脂材に絡めて均一な分散状態で接着させることで多孔状に形成された弾性調整材がその内部に予め封入され、樹脂注入部を備えた袋本体をバラスト上に敷設したまくらぎとバラストとの間に挿入した後、流動性および硬化性を有する弾性樹脂材を、前記樹脂注入部を介して前記袋本体内に注入することで、膨張した袋本体を、まくらぎ直下の空隙に圧密状態で装着される弾性化パッドとした
【0026】
この軌道の弾性化工法は、バラストを用いた有道床軌道において、当該バラストが細粒化あるいは砂礫化して道の弾性支持力低下した有道床軌道を、まくらぎの直下に弾性化パッドを装着することで容易且つ安価に補修することができるが、特に従来技術で説明したバラスト中に直接ゴムチップなどによる弾性調整材を混在させて埋設する先の提案による弾性化工法に比べて次のような利点がある。
【0027】
まず、弾性化パッドは袋本体内に弾性調整材と硬化性の弾性樹脂材を収容しているので、バラストの細粒化が著しく進行して砂礫化した有道床軌道に適用した場合でも、砂礫化したバラストとまくらぎとの間に介在させた弾性化パッドによって、低下した弾性支持力を補填した状態期間維持することができる。
【0028】
また、弾性化パッドを装着する軌道の補修作業は細粒化又は砂礫化したバラストを乱すことなくバラストとまくらぎとの隙間に対して行われるため、安定した道床がそのまま保持される。
【0029】
更に、従来技術による弾性化工法のように、バラスト中に高分子弾性材の小片を均一な分散状態で混在させる現場作業がないので、熟練した作業者を必要としないで均質で良好な補修を行うことが可能であるから、補修サイクルの長期化を図ることができると共に、列車の安全運行にも寄与することができる。
【0030】
前記軌道の弾性化工法において、前記袋本体は、上面側の少なくとも一部が浸透性で、滲出して硬化した弾性樹脂材をまくらぎ底面に圧接状態で接着させる形態を採ることができる。
【0031】
この弾性化工法では、まくらぎ底面の適正な位置に弾性化パッドを位置決めした状態で固定させ、位置ずれを防止することができる。
【0032】
前記軌道の弾性化工法において、二体の前記弾性化パッド1本の前記まくらぎに対し、左右に一体ずつ一対装着、左右のレールに対して個別に作用させる形態を採ることができる。
【0033】
この軌道の弾性化工法は、左右のレールに対して左右一対の各弾性化パッド個別に作用させることにより、所望に応じて左右の各レールに対するばね定数を任意に設定することができると共に、所望に高さ調整を行うことができ、またまくらぎ直下に対する弾性化パッドの装着作業を容易にすることができる。
【0034】
前記軌道の弾性化工法において、まくらぎ直下の挿入間隙に摺動板を挿入した状態で、前記袋本体、前記樹脂注入部から当該袋本体内へ挿脱可能に挿入した押し込み棒の押し出し操作によって前記摺動板の上面を摺動させながらまくらぎの直下に挿入する形態を採ることができる。
【0035】
この軌道の弾性化工法は、浮きまくらぎ状態におけるまくらぎ直下の間隙あるいは、この間隙は不十分な場合には軌きょうを持ち上げて確保した挿入間隙に対し、袋本体内へ挿入した押し込み棒の押し出し操作により、摺動板上で袋本体を滑動させながらまくらぎ直下の適正位置へ挿着することができ、弾性化パッドの装着作業を容易且つ迅速に行うことができる。
【0036】
【発明の実施の形態】
以下に、本発明による軌道用弾性化パッド及びその弾性化工法に付いて、望ましい実施形態を示す添付図面に基づき詳細に説明するが、図1は望ましい有道床軌道を示すものであって、(a)はレールの長手方向を直交状に切断した縦断面図を示し、(b)はまくらぎの長手方向を直交状に切断した縦断面図を示す。
【0037】
有道床軌道1は、路盤2に敷き詰めたバラスト3で上面を除く周囲が囲繞されたまくらぎ4上にレール5が敷設されるが、レール5の継目部6には他のまくらぎ4aより幅広なまくらぎ4bが使用されており、まくらぎ4を介してレール5を必要な弾性支持力(ばね定数)で保持するバラスト3は、図1の有道床軌道1Aのように均一な分布状態であることが望ましい。
【0038】
しかしながら、特に継目部では列車通過により大きな衝撃が発生し、バラスト3の振動加速度が大きくなり、これに伴ってバラスト3の塑性変形が促進され、レール形状が維持できなくなると浮きまくらぎ現象を生ずることになる。このため、継目部6近傍における劣化したバラスト3の補修作業に重点を置いて軌道整備を行う必要がある。
【0039】
図2は、バラストが細粒化した有道床軌道1Bの状態を示すものであって、(a)はレールの長手方向を直交状に切断した縦断面図を示し、(b)はまくらぎの長手方向を直交状に切断した縦断面図を示す。まくらぎ4の側方に位置するバラスト3aは比較的所定の粒度を保持しているが、まくらぎ4の下方に位置するバラスト3bは細粒化した状態で分布されていることを示す。
【0040】
補修作業を行う際には、図3のようにまくらぎ4の長手方向の両側にあるバラスト3を一旦取り除き、まくらぎ4とレール5を山越機やジャッキなどの機械(図示を省略)を用いて僅かに持ち上げ、まくらぎ4の直下に生じた挿入間隙7に対して図4のように、まず摺動板8を左右からそれぞれ挿入した後に、この摺動板8の上面を滑らせるようにして袋本体9を左右から挿入する。
【0041】
摺動板8は、例えばフッ素樹脂板などによる合成樹脂板やステンレス板などによる金属板のように少なくとも上面側が滑りの良い材質で形成され、横幅がほぼまくらぎ4の横幅と等しくて、また袋本体9を挿入した後に引き抜くために長さは袋本体9より長く形成し、挿入を容易にするために厚みは変形しない範囲で成る可く薄いものが望ましい。
【0042】
袋本体9は、上面側の少なくとも一部が浸透性で下面側は非浸透性の袋状であって、摺動板8とほぼ同様の外形寸法を備えた方形で後端側の左右には、図5のように樹脂注入部10が突出形成されており、袋本体9内には均一な分散状態とされた高分子弾性材の小片により構成される弾性調整材11が予め封入されると共に、樹脂注入部10には先端側が袋本体9内に達する注入パイプ12が挿着されている。
【0043】
袋本体9は、樹脂注入部10を含む全体を例えば不織布などによって一体に形成し、樹脂注入部10の全体と袋本体9の下面側に合成樹脂材によるコーティングを施し、これにより下面側は非浸透性で上面側は後で注入される弾性樹脂材が滲出する浸透性を具備させると共に、弾性樹脂材が加圧状態で注入された際に上下方向に膨張する可撓性を具備させることができる。
【0044】
袋本体9は、列車通過による荷重や衝撃を受けても長期使用に耐えられる強度と耐久性が必要であり、例えばポリエステル繊維やポリアミド繊維などによる不織布を用い、非浸透性を必要とする部分には繊維と同類の合成樹脂材によるコーティングを施し、不織布による浸透性の部分の透水係数は使用条件などによって異なるが、1〜3×10−3cm/s程度を一応の目安としている。
【0045】
弾性調整材11には、例えばゴムやウレタンなどの高分子弾性材を3〜6mm程度の小片にしたものを用いることができるが、特にゴムチップは不要となった古タイヤを切断して安価に造ることが可能であり、これら高分子弾性材の小片は図6のように、均一な分散配置にして各チップの相互間を樹脂材で点接着状態に結合させて多孔状にしており、接着する樹脂材には後で注入する弾性樹脂材と同種のものを使用することが望ましい。
【0046】
注入パイプ12は、突出形成した樹脂注入部10からビニール製その他の合成樹脂材によるパイプを袋本体9に挿入し、袋本体9の内側面に接着して固定されているが、この注入パイプ12を介して注入される弾性樹脂材が袋本体9の全域へ均等に注入されるように、その先端側は袋本体9内のほぼ中間位置に達するように挿着しておくことが望ましい。
【0047】
袋本体9を挿入する際には、樹脂注入部10側から金属製又は硬質合成樹脂製の押し込み棒13を注入パイプ12に挿入し、その先端を袋本体9の先端側内面に当接させた状態で押圧すると、袋本体9は摺動板8の上面を摺動しながら、まくらぎ4の直下に生じた挿入間隙7に押し込まれる。
【0048】
挿入した袋本体9は、図7のように左右のレール5直下に対して均等に作用する位置に装着させ、図5で示した摺動板8を引き抜いた後に押し込み棒13を引き抜く。その後、注入パイプ12が形成する樹脂注入部10の注入口に弾性樹脂材14を圧送する圧力ポンプ(図示を省略)の配管を接続し、注入パイプ12を介して袋本体9内へ弾性樹脂材14を注入する。
【0049】
注入された弾性樹脂材14は、注入パイプ12の先端側(袋本体9の中間位置)から前方側と後方側へほぼ均等に流動ながら、多孔状をした弾性調整材11の空隙部及び周囲に付着された状態で袋本体9内に充填される。これにより、当該袋本体9は、上下方向に膨張し、上面側はまくらぎ4の底面側に圧接すると共に下面側は細粒化又は砂礫化したまくらぎ4直下のバラスト3bに圧接し、挿入間隙7を埋め尽くす状態で装着される。
【0050】
弾性樹脂材14は、ポリウレタン樹脂,ポリエステル樹脂,ビニルエステル樹脂,エポキシ樹脂などの弾性を有する硬化性樹脂の中から選択して使用することができるが、補修時間を短縮できるように、その硬化時間を30分〜1時間程度にすることが望ましいと共に、左右のレール5,5間の電気的絶縁を確保するために一定以上の絶縁性能も必要である。
【0051】
弾性樹脂材14の注入は、2台の圧力ポンプを用いて袋本体9の後端側にある2カ所の注入口から同時に行い、これにより注入時間の短縮とより均等な充填を図るようにするか、1カ所の注入口を閉塞た状態で1台の圧力ポンプで1カ所の注入口からのみ注入し、ポンプの稼働率を向上させるようにした作業手順を採ることもできる。
【0052】
また、使用しない注入口を閉塞たり、弾性樹脂材14の注入が終了した注入口を閉塞る手段としては、針金その他の結束材や適宜の結束具で結わえたり、加熱して熱融着たり、逆止弁構造を設けたり、公知の各種手段を適宜採用して行うことができる。
【0053】
なお、袋本体9に装着さた注入パイプ12は、袋本体9内に弾性樹脂材14を充填する注入口としての本来の機能の他に、袋本体9をまくらぎ4直下に挿入する押し込み棒13の差込口としての機能と、まくらぎ4直下に挿入する際に撓まないで摺動板8の上面を円滑に移動できるように、袋本体9を保形する機能を併せ持っている。
【0054】
弾性樹脂材14の充填が完了すると注入口を閉塞、弾性樹脂材14が硬化するまで待機することになるが、浸透性を有する袋本体9の上面側からは注入直後から弾性樹脂材14の一部が順次滲出し、これがまくらぎ4の底面部に付着して硬化るので、これにより弾性樹脂材14が充填された弾性化パッド15は位置決めた状態で固定される。
【0055】
弾性樹脂材14が硬化した時点で、まくらぎ4及びレール5を支持していた山越機やジャッキなどの機械を取り外すと共に、除去していたバラスト3をまくらぎ4の側部に戻し、これによって図8のように弾性化パッド15埋設する有道床軌道1Cの補修作業が完成する。
【0056】
この有道床軌道1Cでは、浮きまくらぎ現象によるレール5及びまくらぎ4に対する弾性支持力の低下及び継目落ちによる軌道の高低狂いを、まくらぎ4直下に埋設した弾性化パッド15によって効果的に補修し、長期に渡って維持することができる。
【0057】
以上の実施形態では、有道床軌道1のレール継目部6に発生する浮きまくらぎ現象の補修に弾性化パッド15を使用する場合にいて説明したが、この弾性化パッド15はレール継目部6以外のまくらぎに適用き、例えば踏み切り前後の軌道で生ずるバタツキやあおり現象などの補修にも効果を発揮する。
【0058】
また、弾性化パッド15は有道床軌道1以外の例えば橋梁軌道のまくらぎなどに適用することも可能であり、図9のように橋梁軌道18では橋桁16に取り付けたH形鋼などによる橋梁構造材17上にまくらぎ4を介してレール5が敷設された橋梁軌道18に対し、まくらぎ4と橋梁構造材17の間に弾性化パッド15を装着ることができる。
【0059】
この橋梁軌道18では、レール5直下に弾性化パッド15を装着たことにより、まくらぎ4の劣化に伴って発生する軌道のバタツキやあおり現象及び騒音などに対して、単にゴムパッドなどの弾性部材を装着した場合に比べると、劣化部分に適合して所望な弾性の付与が可能なために効果的に作用する。
【図面の簡単な説明】
【図1】 本発明を適用する実施対象の一つであって、正規の状態における有道床軌道1Aを、(a)はレールの長手方向を直交状に切断した縦断面図で示し、(b)はまくらぎの長手方向を直交状に切断した縦断面図で示す。
【図2】 劣化して補修を必要とする有道床軌道1Bを、(a)はレールの長手方向を直交状に切断した縦断面図で示し、(b)はまくらぎの長手方向を直交状に切断した縦断面図で示す。
【図3】 有道床軌道1Bに対する補修作業の一工程であって、補修作業に支障となるまくらき4側部のバラスト3を除去した状態における有道床軌道1Bの縦断面図を示す。
【図4】 有道床軌道1Bに対する補修作業の一工程であって、まくらき4及びレール5を持ち上げて確保した挿入間隙7に対し、摺動板8を介して押し込み棒13で袋本体9を挿入する状態における有道床軌道1Bの縦断面図を示す。
【図5】 袋本体9を中心とした補修作業の要部斜視図を示す。
【図6】 袋本体9内に予め封入された高分子弾性材の小片(ゴムチップ)の分散した配置状態を部分平面図で示す。
【図7】 有道床軌道1Bに対する補修作業の一工程であって、まくらき4直下に挿入した袋本体9に対し、樹脂注入部10から弾性樹脂材14を注入する状態における有道床軌道1Bの縦断面図を示す。
【図8】 補修作業が完了してまくらき4直下に弾性化パッド15が装着された有道床軌道1Cを縦断面図で示す。
【図9】 弾性化パッド15を適用した橋梁軌道18を縦断面図で示す。
【符号の説明】
1,1A,1B,1C 有道床軌道
2 路盤
3 バラスト
4 まくらぎ
5 レール
6 継目部
7 挿入間隙
8 摺動板
9 袋本体
10 樹脂注入部
11 弾性調整材
12 注入パイプ
13 押し込み棒
14 弾性樹脂材
15 弾性化パッド
16 橋桁
17 橋梁構造材
18 橋梁軌道
[0001]
BACKGROUND OF THE INVENTION
The present invention repairs a floating sleeper state caused by a drop in a track that has occurred during long-term use due to a load or an impact caused by the passage of a train, maintains a track state necessary to ensure safe operation of the train, The present invention relates to an elastic pad for a track that gives elasticity and an elastic method for a track using the pad.
[0002]
[Prior art]
In a bedded track with ballast (hereinafter abbreviated as “ballast track”), the track ballast loosens when a train load is applied to the track bed repeatedly through rails and sleepers during long-term use. Maintenance is required.
[0003]
Particularly in the joint portion, since the bending rigidity of the joint plate is small, the deformation of the rail is large, and the rail shape tends to be angled downward, so that a large impact is generated when the wheel passes, and the vibration acceleration transmitted to the road bed increases.
[0004]
For this reason, plastic deformation of the roadbed ballast is promoted under the joint sleeper, and if the rail shape cannot follow this, floating sleeper is generated, and further the generation of impact load is spurred. As described above, the seam portion is the weakest point of the track in terms of ride comfort, running stability, track maintenance, and the like, and requires a lot of track maintenance.
[0005]
The most common way to maintain this track is to replenish the ballast and tighten it with a work machine such as a multiple tie tamper, and then lay it under the sleeper. In addition, there is a risk of initial settlement immediately after maintenance. Further, since the fine granulation is promoted by damaging the ballast, it is difficult to maintain a stable state for a long time, and maintenance with a relatively short maintenance cycle is required.
[0006]
One way to solve this problem is the “Stonblower”, which blows crushed stone with compressed air into the gap under sleepers, which is used in the UK. In Japan, a work standard was established in 1958 as a method for laying stone crushed stone, but it was no longer used for reasons such as consolidating the roadbed. Moreover, recently, as disclosed in Japanese Patent Application Laid-Open No. 11-209903, a small piece of a polymer elastic material is embedded in a ballast below a sleeper while being vibrated, and then a road bed resistance is ensured. There has been proposed an elasticization method in which a ballast and a small piece of a polymer elastic material are bonded to each other by spraying a roadbed stabilizer made of a synthetic resin on the roadbed portion in which the small piece of the polymer elastic material is embedded.
[0007]
In the elasticization method proposed by this proposal, the roadbed part in which a small piece of polymer elastic material is embedded becomes elastic as a whole, and the structure that can absorb the impact acting on the roadbed through the sleepers is suitable, and the roadbed is stable. It is possible to ensure the required resistance to the road bed with the agent and to maintain the elastic effect of the polymer elastic material stably over a long period of time. it can.
[0008]
[Problems to be solved by the invention]
However, the former "Sutonburoa" to your information, addition of caking conducive of the track bed, it is not easy to breathe beans crushed stone to ensure that gap. The latter elasticized method your information, when the grain refining of the ballast is applied to significantly advanced by chromatic ballast track that gravel of the small pieces granules of polymer elastic material which are mixed in the ballast Will be scattered in the ballast. As a result, the ballast and the polymer elastic material pieces cannot be bonded to each other with the sprayed synthetic resin agent, and the desired performance may not be achieved unless the ballast is significantly replaced.
[0009]
Even when applied to a bedded track with little ballast refinement, it is not easy to mix small pieces of polymer elastic material in a uniform state in the ballast. I need. If repair is carried out in a significantly uneven distribution state, the uniform spring constant will not be obtained, and the support force to the rail will decrease locally, which may cause rail joints to drop in a relatively short period of time. is there.
[0010]
Accordingly, the present invention provides a track elasticizing pad and a track elasticizing method capable of solving these problems, and the main purpose thereof is a floating sleep phenomenon caused by a drop caused by an impact or load acting on the track. It is to easily and inexpensively achieve track maintenance effective for repairing various obstacles such as trajectory ups and downs and lowering of elastic bearing capacity, and reducing maintenance work and improving ride comfort. .
[0011]
[Means for Solving the Problems]
The track elasticizing pad according to the present invention is cured into a bag body, an elastic adjustment material by a small piece of a polymer elastic material previously sealed in a uniform dispersed state in the bag body, and a bag body inserted directly under the sleeper. and a resin injection portion for injecting later sexual elastic resin material under pressure.
[0012]
This elastic pad for the track can be easily inserted directly under the sleeper in a substantially flat state when the elastic resin material before being inserted directly under the sleeper is not injected. It can expand | swell to an up-down direction (thickness direction) by pressurization injection | pouring, and can support a rail elastically through a sleeper.
[0013]
The elastic support force by the elasticized pad can be set to a desired spring constant by adjusting the amount and property of the elastic adjusting material previously enclosed in the bag body, and the amount of elastic resin material to be injected under pressure can be adjusted. By doing so, it is possible to adjust the height of the rail through the sleeper.
[0014]
In addition, since the elastic adjustment material by the small pieces of the polymer elastic material is sealed in the bag body, it does not flow out to the outside, and the small pieces of the polymer elastic material are sealed in a uniformly dispersed state. A uniform spring constant can be maintained over a long period of time.
[0015]
In elasticized pad the track, the resilient adjustment member is that small pieces of the high polymer elastic material is bonded in a dispersed state twine to tree fat material and porous, it takes the form of placed into the bag body it can.
[0016]
In the track for elasticized pads, by a small piece of polymer elastic material constituting the elastic adjustment material porous is adhered twine to tree fat material, high in course during storage or during transport in use Small pieces of molecular elastic material are sealed in the bag body in a uniformly dispersed state, and are made porous by adhesion, so that the elastic resin material to be pressurized and injected later flows through the porous void. The bag body is uniformly filled.
[0017]
In the track elasticizing pad, the polymer elastic material piece may employ a form using a rubber chip obtained by cutting an old tire.
[0018]
In this orbit for elastification pads, by using a rubber chip obtained by cutting old tires as small pieces of elastomer material constituting the elastic adjustment member, by effectively utilizing the industrial wastes is possible preserve the environment An inexpensive elasticized pad can be provided.
[0019]
In the elastic pad for the track, the bag body can take a form in which at least a part of the upper surface side is permeable and an elastic resin material that has been exuded and cured is adhered to the bottom surface of the sleeper in a pressure contact state.
[0020]
Rukoto be held in this orbit for elasticized pads, pressure injected elastic resin material is leached from the upper surface side of the bag body prior to curing, the elasticized pad in position in a state adhered to the bottom side of the sleepers Is possible.
[0021]
In elasticized pad the track, the resin injection portion, said bag body of the rear pair of inlets are formed to protrude from the side Rutotomoni, the said inlet, injection pipe reaching into the bag body The inserted form can be taken.
[0022]
In this orbit for elasticizing pad, the injection pipe is attached to the bag body, not only as an injection port for filling the elastic resin material which is the original function, push-rod when inserting the bag body immediately below the sleepers together can be used as a receptacle for, by such use, it can be so that the shape retaining is smoothly inserted without bent when inserting the bag body directly under the sleepers.
[0023]
In the orbital elasticity pad, the injection pipe may be inserted in a state where the tip side reaches a substantially intermediate position of the bag body.
[0024]
In this orbit for elasticized pads by Rukoto it provided substantially intermediate position between the distal end side bag body of the injection pipe, the through the resin injection portion into the bag body pressure injected elastic resin material, the bag body can you to and quickly filling evenly to.
[0025]
Elasticized method of orbit according to the present invention, the high polymer elastic material piece porous shape formed elastic adjustment member by adhering a uniform dispersion state twine to resin material is previously sealed therein, resin injection the bag body with a part, was inserted between the sleepers and the ballast laid on ballast, the elastic resin material to have a flowability and curability, the bag body through the resin injection portion by injecting the inflated bag body, and the elasticized pads mounted in a compacted state in a space directly under the sleepers.
[0026]
Elasticized method of this track, mounted in perforated track bed track with ballast, the organic ballast track elastic supporting fell in orbit the ballast with fine grains of or gravel of, elasticized pads directly below the sleepers It can be repaired easily and inexpensively, but in particular compared to the elasticization method based on the previous proposal to embed an elastic adjustment material such as rubber chips directly in the ballast described in the prior art There are advantages.
[0027]
First, since the elastic pad contains the elastic adjusting material and the curable elastic resin material in the bag body, even if it is applied to a roadbed track where the ballast has been remarkably refined, it has become a gravel. the elasticized pad is interposed between the phased ballast and sleepers, a state of filling a reduced elastic supporting force can be periods maintained.
[0028]
In addition, the repair work of the track on which the elastic pad is mounted is performed on the gap between the ballast and the sleeper without disturbing the ballast that has been made fine or sandy, so that the stable road bed is maintained as it is.
[0029]
Furthermore, unlike the conventional elasticization method, there is no on-site work to mix small pieces of polymer elastic material in a uniform dispersion state in the ballast, so that a uniform and good repair can be performed without the need for skilled workers. Since it can be performed, the repair cycle can be prolonged and can contribute to the safe operation of the train.
[0030]
In the elastic method of the track, the bag body can take a form in which at least a part of the upper surface side is permeable and the elastic resin material that has been exuded and cured is adhered to the bottom surface of the sleeper in a pressure contact state.
[0031]
In this elasticizing method, the elasticized pad can be fixed at an appropriate position on the bottom surface of the sleeper while being positioned, thereby preventing positional displacement.
[0032]
In elasticized method of the track, the elasticized pads of the two bodies with respect to one of the sleepers, pair the attached one by one body on the left and right, take the form to act separately for left and right rails it can.
[0033]
This track elasticization method allows the spring constant for each of the left and right rails to be arbitrarily set as desired by individually acting a pair of left and right elasticized pads on the left and right rails, desired height adjustment can be performed in, also can facilitate the mounting operation of the elasticized pads for right under the sleepers.
[0034]
In elasticized method of the track, with the insertion gap by inserting the sliding plate to the right under the sleepers, the bag body, the removably inserted push-rod from the resin injection portion into the bag body extrusion operated by may take the form of inserted directly under the sleeper while sliding the upper surface of the sliding plate.
[0035]
Push elasticized method of this track, the gap or directly under the sleepers in floating sleepers state, insertion gap secured by lifting the today trajectories if insufficient in the gap to, inserted into the bag body By pushing out the bar, the bag body can be inserted into an appropriate position immediately below the sleeper while sliding the bag body on the sliding plate, and the elastic pad can be easily and quickly attached.
[0036]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, the elastic pad for a track and the elastic method for the same according to the present invention will be described in detail with reference to the accompanying drawings showing a preferred embodiment. FIG. a) shows a longitudinal sectional view in which the longitudinal direction of the rail is cut orthogonally, and (b) shows a longitudinal sectional view in which the longitudinal direction of the sleeper is cut orthogonally.
[0037]
In the bedded track 1, a rail 5 is laid on a sleeper 4 surrounded by a ballast 3 spread on a roadbed 2 except for the upper surface, but the joint 6 of the rail 5 is wider than the other sleepers 4 a. A sleeper 4b is used, and the ballast 3 that holds the rail 5 with a necessary elastic supporting force (spring constant) via the sleeper 4 is in a uniform distribution state as in the bedded track 1A of FIG. It is desirable.
[0038]
However, a large impact is generated by the passage of the train, particularly at the joint portion, and the vibration acceleration of the ballast 3 increases. As a result, the plastic deformation of the ballast 3 is promoted, and if the rail shape cannot be maintained, a floating sleep phenomenon occurs. It will be. For this reason, it is necessary to perform track maintenance with an emphasis on repair work of the deteriorated ballast 3 in the vicinity of the joint portion 6.
[0039]
FIG. 2 shows the state of the bedded track 1B in which the ballast has been refined, wherein (a) shows a longitudinal sectional view in which the longitudinal direction of the rail is cut orthogonally, and (b) shows the longitudinal direction of the sleeper. The longitudinal cross-sectional view which cut | disconnected the direction orthogonally is shown. The ballast 3a located on the side of the sleeper 4 has a relatively predetermined particle size, but the ballast 3b located below the sleeper 4 is distributed in a finely divided state.
[0040]
When performing repair work, as shown in FIG. 3, the ballast 3 on both sides in the longitudinal direction of the sleeper 4 is temporarily removed, and the sleeper 4 and the rail 5 are used with a machine such as a Yamakoshi machine or a jack (not shown). As shown in FIG. 4, the sliding plate 8 is first inserted from the left and right sides into the insertion gap 7 formed immediately below the sleeper 4, and then the upper surface of the sliding plate 8 is slid. The bag body 9 is inserted from the left and right.
[0041]
The sliding plate 8 is formed of a material having at least an upper surface that is slippery, for example, a synthetic resin plate such as a fluororesin plate or a metal plate such as a stainless plate, and has a lateral width substantially equal to the lateral width of the sleeper 4. It is desirable that the length of the main body 9 is longer than that of the bag main body 9 so that the main body 9 can be pulled out, and that the thickness of the main body 9 can be as thin as possible so that the thickness does not change.
[0042]
The bag body 9 is a bag-like shape in which at least a part of the upper surface side is permeable and the lower surface side is impermeable, and is a square having substantially the same external dimensions as the sliding plate 8 and on the left and right sides of the rear end side. , the resin injection portion 10 is formed to project as shown in FIG. 5, the elastic adjustment member 11 by Ri Ru configured into pieces of uniform dispersion state polymeric elastic material is pre-enclosed in the bag main body 9 At the same time, an injection pipe 12 is inserted into the resin injection portion 10 so that the tip side reaches the inside of the bag body 9.
[0043]
The bag body 9 is integrally formed of, for example, a nonwoven fabric or the like, including the resin injecting portion 10, and the entire resin injecting portion 10 and the lower surface side of the bag main body 9 are coated with a synthetic resin material. It is permeable, and the upper surface side is provided with a permeability that allows an elastic resin material to be injected later to exude, and also provided with a flexibility that expands in the vertical direction when the elastic resin material is injected under pressure. it can.
[0044]
The bag body 9 needs to have strength and durability that can withstand long-term use even when subjected to a load or an impact caused by passage of a train. For example, a non-woven fabric made of polyester fiber or polyamide fiber is used for a portion that requires non-permeability. Is coated with a synthetic resin material similar to the fiber, and the permeability coefficient of the permeable portion of the nonwoven fabric varies depending on the use conditions, but is about 1 to 3 × 10 −3 cm / s.
[0045]
The elastic adjusting material 11 can be made of, for example, a polymer elastic material such as rubber or urethane, which is made into small pieces of about 3 to 6 mm. In particular, an old tire that is no longer necessary for a rubber chip is cut and made inexpensively. As shown in FIG. 6, the small pieces of the polymer elastic material are arranged in a uniformly dispersed manner, and the chips are bonded to each other in a point-bonded state with a resin material so as to be bonded. It is desirable to use the same type of resin material as the elastic resin material to be injected later.
[0046]
The injection pipe 12 is fixed by inserting a pipe made of vinyl or other synthetic resin material into the bag body 9 from the protruding resin injection portion 10 and bonding and fixing it to the inner side surface of the bag body 9. It is desirable that the tip side of the elastic resin material injected through the bag is inserted so as to reach a substantially intermediate position in the bag body 9 so that the elastic resin material is uniformly injected into the entire region of the bag body 9.
[0047]
When inserting the bag main body 9, a metal or hard synthetic resin push rod 13 is inserted into the injection pipe 12 from the resin injection portion 10 side, and its tip is brought into contact with the inner surface of the front end side of the bag main body 9. When pressed in this state, the bag main body 9 is pushed into the insertion gap 7 generated immediately below the sleeper 4 while sliding on the upper surface of the sliding plate 8.
[0048]
As shown in FIG. 7, the inserted bag body 9 is mounted at a position that acts evenly directly below the left and right rails 5, and after the sliding plate 8 shown in FIG. 5 has been pulled out, the push bar 13 is pulled out. Thereafter, a pipe of a pressure pump (not shown) that pumps the elastic resin material 14 is connected to the injection port of the resin injection portion 10 formed by the injection pipe 12, and the elastic resin material is introduced into the bag body 9 through the injection pipe 12. 14 is injected.
[0049]
Elastic resin material 14 is injected, while almost uniformly flow toward the front and rear side from the front end side of the injection pipe 12 (the intermediate position of the bag body 9), the gap portion and the periphery of the elastic adjustment member 11 in which the porous The bag body 9 is filled in a state of being attached to the bag. As a result, the bag body 9 expands in the vertical direction , the upper surface is pressed against the bottom surface of the sleeper 4, and the lower surface is pressed against the ballast 3b immediately below the sleeper 4 which has been granulated or sanded. It is mounted in a state where the gap 7 is filled.
[0050]
The elastic resin material 14 can be selected and used from curable resins having elasticity such as polyurethane resin, polyester resin, vinyl ester resin, epoxy resin, etc., but its curing time is shortened so that the repair time can be shortened. Is preferably about 30 minutes to 1 hour, and a certain level of insulation performance is required to ensure electrical insulation between the left and right rails 5 and 5.
[0051]
The injection of the elastic resin material 14 is simultaneously performed from two injection ports on the rear end side of the bag body 9 by using two pressure pumps, so that the injection time can be shortened and the filling can be performed more evenly. Alternatively, it is possible to adopt a work procedure in which only one injection port is injected with one pressure pump in a state where one injection port is closed, and the operating rate of the pump is improved.
[0052]
You can also close the not used inlet, the means you close the inlet injection of an elastic resin material 14 has been completed, or tied off with wire other strap and suitable tie, heated to thermally fused or, may be provided a check valve structure, it can be carried out by appropriately employed various known means.
[0053]
Incidentally, the injection pipe 12 attached to the bag body 9 is inserted in addition to the original function as inlet for filling the elastic resin material 14 in the bag main body 9, the bag body 9 directly under the sleepers 4 Push and functions as a receptacle rod 13, the upper surface so that it can smoothly move the sliding plate 8 without flexing upon insertion directly under the sleepers 4, it combines the features of shape retaining the bag body 9 Yes.
[0054]
When the filling of the elastic resin material 14 is completed , the injection port is closed and the apparatus waits until the elastic resin material 14 is cured. From the upper surface side of the permeable bag body 9, the elastic resin material 14 is immediately after the injection. sequentially exuded part of, this Runode be cured adheres to the bottom portion of the sleepers 4, which elasticized pad 15 where the elastic resin 14 is filled with is fixed in the state that decided position.
[0055]
When the elastic resin 14 has cured, the removal of the machine such as Yamakoshi machine or jacks supported the sleepers 4 and rails 5, returns a ballast 3 that had us removed to the side of the sleepers 4, which repair work Yu ballast track 1C embedding the elasticized pads 15 as shown in FIG. 8 is completed by.
[0056]
In the closed track bed track 1C, the trajectory of the high and low deviation due to the decrease and seams fall of the elastic support force against the rail 5 and the sleepers 4 caused by lifting the sleepers phenomenon effectively by elasticized pads 15 embedded immediately below the sleepers 4 Can be repaired and maintained for a long time.
[0057]
In the above embodiment has been describes the case of using elasticized pads 15 on the repair of floating sleepers phenomenon that occurs rail joint portion 6 of the perforated ballast track 1, the elasticized pads 15 rail joint section 6 can apply also to the sleepers other than, also effective in, for example, repair, such as flapping or tilt phenomenon occurring in the orbit of the before and after take-off.
[0058]
Further, the elasticized pad 15 can be applied to, for example, a sleeper of a bridge track other than the roadbed track 1, and a bridge structure made of H-shaped steel attached to the bridge girder 16 in the bridge track 18 as shown in FIG. to bridge the track 18 the rail 5 is laid over the sleepers 4 on the timber 17, can you to mount the elasticized pads 15 between the sleepers 4 and bridge structural member 17.
[0059]
In the bridge track 18, by wearing the elasticized pad 15 directly below the rail 5, the elastic against such trajectory of flapping or tilting behavior and noise generated due to the deterioration of the sleepers 4, such as simply a rubber pad Compared with the case where a member is mounted, it is effective because the desired elasticity can be imparted in conformity with the deteriorated portion.
[Brief description of the drawings]
BRIEF DESCRIPTION OF DRAWINGS FIG. 1 shows an implementation subject to which the present invention is applied, and shows a bedded track 1A in a normal state in a longitudinal sectional view in which the longitudinal direction of the rail is cut orthogonally; ) Is a longitudinal sectional view in which the longitudinal direction of the sleeper is cut orthogonally.
2A shows a bedded track 1B that needs to be repaired due to deterioration. FIG. 2A is a longitudinal sectional view in which the longitudinal direction of the rail is cut orthogonally, and FIG. 2B is an orthogonal view of the longitudinal direction of the sleeper. It is shown in a cut longitudinal section.
FIG. 3 is a longitudinal sectional view of the bedded track 1B in a state in which the ballast 3 on the side of the sleeper 4 which is one step of the repairing operation for the bedded track 1B and interferes with the repairing work is removed.
FIG. 4 is a process of repair work for the bedded track 1B, and the bag body 9 is moved by the push rod 13 through the sliding plate 8 to the insertion gap 7 secured by lifting the sleeper 4 and the rail 5. The longitudinal cross-sectional view of the bedded track 1B in the state to insert is shown.
FIG. 5 is a perspective view of a main part of repair work centering on the bag body 9;
FIG. 6 is a partial plan view showing a dispersed arrangement state of small pieces (rubber chips) of a polymer elastic material encapsulated in a bag body 9 in advance.
FIG. 7 shows a process of repairing the bedded floor track 1B, in which the elastic resin material 14 is injected from the resin injection portion 10 into the bag body 9 inserted immediately below the sleeper 4; A longitudinal sectional view is shown.
FIG. 8 is a longitudinal sectional view of a bedded track 1C in which the repair work is completed and the elastic pad 15 is mounted just below the sleeper 4;
FIG. 9 is a longitudinal sectional view of a bridge track 18 to which the elasticized pad 15 is applied.
[Explanation of symbols]
1, 1A, 1B, 1C Roadbed track 2 Subbase 3 Ballast 4 Sleeper 5 Rail 6 Joint portion 7 Insertion gap 8 Sliding plate 9 Bag body 10 Resin injection portion 11 Elasticity adjusting material 12 Injection pipe 13 Push rod 14 Elastic resin material 15 Elastic pad 16 Bridge girder 17 Bridge structural material 18 Bridge track

Claims (9)

袋本体と、当該袋本体内に予め封入され、高分子弾性材の小片を脂材に絡めて均一な分散状態で接着させることで多孔状に形成された弾性調整材と、前記袋本体がまくらぎの直下に挿入された状態で硬化性の弾性樹脂材を加圧状態で前記袋本体内に注入するための樹脂注入部を備えていることを特徴とした軌道用弾性化パッド。A bag body, is pre-sealed to the bag body, the elastic adjustment member which is formed into a porous shape by adhering a uniform dispersion state entwined small pieces of polymer elastic material to the tree fat material, said bag body orbital for elasticized pads characterized by comprising a resin injection portion for injecting into the bag body a curable elastic resin material under pressure in the inserted state just below the sleepers. 前記樹脂注入部、前記袋本体の後端側に突出形成された左右一対の注入口、当該注入口挿着され、前記袋本体内に達する注入パイプとを備えている請求項に記載した軌道用弾性化パッド。The resin injection portion includes a pair of inlet formed projecting on the rear end side of the bag body, is inserted into the inlet, to claim 1 and a injection pipe reaching the bag body The described elastic pad for the track. 前記注入パイプは、先端側が前記袋本体のほぼ中間位置に達する状態で挿着されている請求項に記載した軌道用弾性化パッド。Said injection pipe, the distal end side of the track for elasticized pads as claimed in claim 2, which is inserted in a state in which almost reaches the intermediate position of the bag body. 前記高分子弾性材の小片には、古タイヤを切断して得られるゴムチップを用いる請求項1〜3のいずれかに記載した軌道の弾性化パッド。The track elasticizing pad according to any one of claims 1 to 3, wherein a rubber chip obtained by cutting an old tire is used for the small piece of the polymer elastic material. 前記袋本体は、上面側の少なくとも一部が浸透性で下面側は非浸透性である請求項1〜4のいずれかに記載した軌道用弾性化パッド。The track elasticizing pad according to any one of claims 1 to 4, wherein at least a part of the upper surface side of the bag body is permeable and the lower surface side is impermeable. 高分子弾性材の小片を樹脂材に絡めて均一な分散状態で接着させることで多孔状に形成された弾性調整材がその内部に予め封入され、樹脂注入部を備えた袋本体を、バラスト上に敷設したまくらぎとバラストとの間に挿入した後、流動性および硬化性を有する弾性樹脂材を、前記樹脂注入部を介して前記袋本体内に注入することで、膨張した袋本体をまくらぎ直下の空隙に圧密状態で装着される弾性化パッドとしたことを特徴とした軌道の弾性化工法。Elastic adjustment member which is formed into a porous shape by adhering a small piece of polymer elastic material with twine to the resin material uniformly dispersed state in advance enclosed therein, the bag body with a resin injection portion, the ballast after insertion between laying the sleepers and ballast, the elastic resin material to have a flowability and curability, to inject into the bag body through the resin injection portion, the inflated bag body , elasticized method of trajectory is characterized in that the elasticized pads mounted in a compacted state in a space directly under the sleepers. 前記袋本体は、上面側の少なくとも一部が浸透性で、滲出して硬化した弾性樹脂材を前記まくらぎ底面に圧接状態で接着させる請求項に記載した軌道の弾性化工法。The track body elasticizing method according to claim 6 , wherein at least a part of the upper surface side of the bag body is permeable, and an elastic resin material that has been exuded and cured is adhered to the bottom surface of the sleeper in a pressed state. 二体前記弾性化パッド1本の前記まくらぎに対し、左右に一体ずつ一対装着、左右のレールに対して個別に作用させる請求項又はに記載した軌道の弾性化工法。 The elasticized pads of the two bodies with respect to one of the sleepers, pair the attached one by one body on the left and right, elasticized method of trajectories according to claim 6 or 7 to act separately for left and right rails . 前記まくらぎ直下の挿入間隙に摺動板を挿入した状態で、前記袋本体を、前記樹脂注入部から当該袋本体内へ挿脱可能に挿入した押し込み棒の押し出し操作によって前記摺動板の上面を摺動させながら前記まくらぎの直下に挿入する請求項のいずれかに記載した軌道の弾性化工法。While inserting the sliding plate insertion gap immediately below the sleepers, the bag body, wherein the resin injection portion of the sliding plate by extrusion operations removably inserted push-rod into the bag body The method for elasticizing a track according to any one of claims 6 to 8 , wherein the method is inserted immediately below the sleeper while sliding the upper surface.
JP2001203065A 2001-07-04 2001-07-04 Elastic pad for track and elastic method for track Expired - Fee Related JP4664537B2 (en)

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JP5601608B2 (en) * 2009-12-02 2014-10-08 宗広 神津 Seismic isolation rubber sheet
JP5778443B2 (en) * 2011-02-28 2015-09-16 株式会社アレン Repair method, repair bag and resin injection device for slab track
JP6286234B2 (en) * 2014-03-06 2018-02-28 株式会社アレン Slab track formwork and slab track filling layer repair method
JP6268032B2 (en) * 2014-04-17 2018-01-24 株式会社アイエム Insulated rail Yamakoshi
JP6513620B2 (en) * 2016-09-29 2019-05-15 北海道旅客鉄道株式会社 Track structure and construction method of track structure
CN112411274B (en) * 2020-11-29 2022-08-23 林州市新鑫材料科技有限公司 Utilization method of waste high-pressure hose and damping base plate prepared by method

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JPH0874201A (en) * 1994-09-08 1996-03-19 Railway Technical Res Inst Improvement of railroad ground
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JPH11209903A (en) * 1998-01-28 1999-08-03 East Japan Railway Co Elasticity construction method for track with track bed
JP2000104201A (en) * 1998-09-30 2000-04-11 Japan Railway Construction Public Corp Rail brace body elastic bonded type track and constructing method therefor
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JPS4863404U (en) * 1971-11-22 1973-08-11
JPH0538001U (en) * 1991-10-16 1993-05-21 興和化成株式会社 Variable pad
JPH0874201A (en) * 1994-09-08 1996-03-19 Railway Technical Res Inst Improvement of railroad ground
JPH08144206A (en) * 1994-11-17 1996-06-04 Nippon Tetsudo Kensetsu Kodan Constructing method of sleeper track
JPH10204801A (en) * 1997-01-24 1998-08-04 Railway Technical Res Inst Stabilization method for track bed ballast and its track construction
JPH11209903A (en) * 1998-01-28 1999-08-03 East Japan Railway Co Elasticity construction method for track with track bed
JP2000104201A (en) * 1998-09-30 2000-04-11 Japan Railway Construction Public Corp Rail brace body elastic bonded type track and constructing method therefor
JP2000110888A (en) * 1998-09-30 2000-04-18 Tatsuji Ishimaru Damping body

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