JP2003013402A - Pad and construction method for elasticizing track - Google Patents

Pad and construction method for elasticizing track

Info

Publication number
JP2003013402A
JP2003013402A JP2001203065A JP2001203065A JP2003013402A JP 2003013402 A JP2003013402 A JP 2003013402A JP 2001203065 A JP2001203065 A JP 2001203065A JP 2001203065 A JP2001203065 A JP 2001203065A JP 2003013402 A JP2003013402 A JP 2003013402A
Authority
JP
Japan
Prior art keywords
track
pad
bag body
elasticizing
sleeper
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.)
Granted
Application number
JP2001203065A
Other languages
Japanese (ja)
Other versions
JP4664537B2 (en
Inventor
Hajime Ozawa
元 小澤
Minoru Ota
稔 太田
Fumio Yamamoto
史夫 山本
Yoshitaka Murata
吉隆 村田
Katsutoshi Ando
勝敏 安藤
Takahiro Horiike
高広 堀池
Hiroshi Nagato
博 長戸
Akira Mukai
明 向井
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.)
AREN KK
Railway Technical Research Institute
Shinto Paint Co Ltd
Original Assignee
AREN KK
Railway Technical Research Institute
Shinto Paint Co 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 AREN KK, Railway Technical Research Institute, Shinto Paint Co Ltd filed Critical AREN KK
Priority to JP2001203065A priority Critical patent/JP4664537B2/en
Publication of JP2003013402A publication Critical patent/JP2003013402A/en
Application granted granted Critical
Publication of JP4664537B2 publication Critical patent/JP4664537B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Railway Tracks (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a pad and a construction method for elasticizing a track, which allow effective repair of places of various failures occurring on the track due to a decrease in elastic bearing capacity, which exert an effective influence on a reduction in maintenance work and an improvement in riding comfort, and which easily establish track maintenance at a low cost. SOLUTION: The pad 15 for elasticizing the track, which is used for the construction method for elasticizing the track, is equipped with a bag-shaped pad body wherein at least a part on the side of a top surface has permeability and wherein at least the side of an under surface has impermeability, an elasticity adjusting material which is composed of small pieces of a polymer elastic material presealed in the pad body in a state of uniform dispersion, and a resin injection part wherein a curable elastic resin material is post-injected, in a pressurized state, into the pad body inserted on the side of a bottom of a tie.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[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弾性化工法に関す
るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a track necessary for repairing a floating sleeper condition caused by a drop in the track during long-term use under load or shock due to passing a train, and ensuring safe train operation. The present invention relates to an elasticizing pad for a track which maintains a state and gives proper elasticity, and an elasticizing method using the same.

【0002】[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。
2. Description of the Related Art A ballasted track with ballast (hereinafter,
In ballast tracks), when the train load is repeatedly applied to the track bed via rails and sleepers during long-term use, the ballast ballast loosens, and periodic maintenance is required to repair the track deviation.

【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。
Particularly at the seam portion, since the bending rigidity of the seam plate is small, the rail deformation 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 roadbed becomes large. .

【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。
Therefore, plastic deformation of the ballast of the roadbed is promoted under the seam sleepers, and if the rail shape cannot follow this, floating sleepers are generated, which further accelerates the generation of impact loads. As described above, the seam portion is the weakest point of the track in terms of riding comfort, running stability, track maintenance, etc., and requires a lot of track maintenance.

【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。
The most common track maintenance means is to supplement ballast, solidify it with a working machine such as a multiple tie tamper, and lay it under the sleeper. There is a risk of disturbing the ballast and causing an initial settlement immediately after maintenance. Also,
Damage to the ballast promotes grain refinement,
It becomes difficult to maintain a stable state for a long period of time and requires maintenance in a relatively short maintenance cycle.

【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。
As a track maintenance means for solving this problem,
There is a "stone blower" that blows crushed pea stones with compressed air into the space under the sleepers that is carried out in the United Kingdom. In Japan as well, a work standard was established in 1948 as a method for laying ground bean crushed stone, but it was no longer used for reasons such as promoting the consolidation of roadbeds. Further, 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, in order to secure roadbed resistance, An elasticizing method has been proposed in which a ballast and a small piece of the polymeric elastic material are bonded to each other by spraying a ballast stabilizer made of a synthetic resin on the bed portion in which the small piece of the polymeric elastic material is embedded.

【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。
In the elasticizing method according to this proposal, the roadbed portion in which the small piece of the polymeric elastic material is embedded is elasticized as a whole,
It has a structure that can properly absorb the impact acting on the roadbed through the sleepers, and also secures the required roadbed resistance force with the roadbed stabilizer, and the elastic effect of the polymer elastic material is maintained stably over a long period of time. It is possible to effectively repair the dip and floating sleepers that occur in the trackbed.

【0008】[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」については、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ついては、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。
[Problems to be Solved by the Invention] However, regarding the former "stone blower", in addition to promoting the consolidation of the roadbed,
It is not easy to surely blow crushed beans into the voids. Regarding the latter elasticizing method, when it is applied to a ballasted orbital track in which the granulation of ballast has remarkably progressed and it has become gravel,
Small pieces of the polymer elastic material mixed in the ballast are scattered in the finely divided ballast. As a result, the ballast and the small pieces of the polymeric elastic material cannot be bonded to each other by the ballast stabilizer made of the dispersed synthetic resin agent, and the desired performance may not be achieved unless the ballast is replaced significantly.

【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。
Even when the ballast is applied to a ballasted bed track with almost no grain refinement, it is not easy to mix the small pieces of the polymeric elastic material in the ballast in a uniformly dispersed state, and the skilled person is skilled in the art. Need workers. If repair is carried out in a significantly uneven distribution, a uniform spring constant will not be obtained, and the bearing capacity for the rail will be locally reduced, and the rail joint may drop in a relatively short period of time. is there.

【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そ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。
Therefore, the present invention provides an elasticizing pad for a track and a method for elasticizing the same that can solve these problems, and the main purpose of the present invention is to provide a floating paddle due to a drop caused by an impact or load acting on the track. To easily and inexpensively achieve track maintenance effective for repairing phenomena and various obstacles such as track ups and downs and reduction of elastic bearing capacity to reduce maintenance work and improve riding comfort. Is.

【0011】[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、まくらぎの底部側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樹脂注入部を備え
ている。
The elasticized pad for orbit according to the present invention comprises a bag main body, an elastic adjusting member made of small pieces of a polymer elastic material pre-enclosed in the bag main body in a uniformly dispersed state, and a sleeper. A resin injecting section for injecting a curable elastic resin material into the bag body inserted in the bottom side in a pressurized state later is provided.

【0012】この軌道用弾性化パッドは、まくらぎの底
部側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底部側へ容易に挿
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。
This elasticized pad for track can be easily inserted to the bottom side of the sleeper in a substantially flat state when the elastic resin material before being inserted into the bottom side of the sleeper is not injected. When the elastic resin material is injected under pressure thereafter, the elastic resin material expands in the vertical direction (thickness direction), and the rail can be elastically supported through the sleepers.

【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。
The elastic supporting force of the elasticizing pad can be set to a desired spring constant by selecting the amount and the property of the elastic adjusting material previously sealed in the bag body, and at the same time, the elastic resin material to be injected under pressure can be set. It is also possible to adjust the height of the track through the sleepers by adjusting the amount.

【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。
Further, since the elastic adjusting material made of a small piece of the polymeric elastic material is sealed in the bag body, it does not flow out to the outside, and since it is sealed in a uniform dispersed state,
A uniform spring constant can be maintained for a long period of time.

【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合成樹脂材に絡めて
多孔状に接着させ、前記袋本体内へ分散状態で配置する
形態を採ることができる。
In the elasticized pad for the orbit, the elastic adjusting material has a form in which a small piece of a polymeric elastic material is entwined with a synthetic resin material and adhered in a porous form, and is arranged in a dispersed state in the bag body. You can

【0016】この軌道用弾性化パッドは、弾性調整材で
ある高分子弾性材の小片を合成樹脂材に絡めて多孔状に
接着させることにより、使用中は勿論保管中や輸送中に
も均一な分散状態を維持した状態で袋本体内へ封入さ
れ、また多孔状に接着することによって、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。
This orbital elasticized pad is made uniform by using a small piece of a polymeric elastic material, which is an elastic adjusting material, entwined with a synthetic resin material and adhering it in a porous manner so that it is uniform during use as well as during storage and transportation. It is sealed in the bag body while maintaining the dispersed state, and by being adhered in a porous form, the elastic resin material to be injected under pressure is uniformly filled in the bag body while flowing through the porous voids. It

【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。
In the elasticized pad for tracks, a rubber chip obtained by cutting an old tire may be used as the small piece of the polymeric elastic material.

【0018】この軌道用弾性化パッドは、弾性調整材で
あ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
に利用して環境の保全と共に、安価な弾性化パッドを提
供できる。
This elasticized pad for tracks uses rubber chips obtained by cutting old tires as small pieces of a polymeric elastic material which is an elastic adjusting material, so that industrial waste can be effectively used and the environment can be protected. It is possible to provide an inexpensive elasticized pad.

【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。
In the elasticized pad for track, the bag body may have a form in which at least a part of the upper surface side is permeable, and an elastic resin material that has exuded and hardened is adhered to the sleeper bottom surface in a pressure contact state. it can.

【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
持させることが可能である。
This elasticized pad for track can be extruded from the upper surface side before the elastic resin material injected under pressure is cured, and can be held at a predetermined position in a state of being adhered to the bottom surface side of the sleeper. Is.

【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に左右一対の注入口
を突出形成すると共に、当該注入口から袋本体内に達す
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。
In the elasticized pad for orbit, a pair of left and right injection ports are formed in the resin injection portion at the rear end side of the bag body, and an injection pipe reaching from the injection port into the bag body is inserted. It can take the form of being worn.

【0022】この軌道用弾性化パッドは、袋本体に装着
させた注入パイプが、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
直下に挿入する際に押し込み棒の差込口として使用でき
ると共に、まくらぎ直下に挿入する際に袋本体が撓まな
いで円滑に挿着できるよう保形することができる。
This orbitalized elastic pad is used not only when the injection pipe attached to the bag body is used not only as an injection port for filling the elastic resin material, which is the original function, but also when the bag body is inserted directly under the sleeper. It can be used as an insertion port for a push-in rod, and can be shaped so that the bag body can be smoothly inserted without being bent when it is inserted directly under the sleeper.

【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。
In the orbital elasticized pad, the injection pipe may be inserted and attached with its tip end side reaching almost the middle position of the bag body.

【0024】この軌道用弾性化パッドは、注入パイプの
先端側を袋本体のほぼ中間位置に設けることにより、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させることが
できる。
In this elasticized pad for orbit, the tip end side of the injection pipe is provided at a substantially intermediate position of the bag body, so that the elastic resin material pressure-injected into the bag body through the resin injection portion is used. It can be filled evenly and quickly.

【0025】本発明による軌道の弾性化工法は、袋本体
内に高分子弾性材の小片による弾性調整材が均一な分散
状態で予め封入され、この袋本体をバラスト上に敷設し
たまくらぎの底部側に挿入すると共に、当該袋本体内に
は樹脂注入部を介して流動性で所定時間後に硬化する弾
性樹脂材を注入し、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を設けた。
In the method of elasticizing the track according to the present invention, the elastic adjusting material made of small pieces of the polymeric elastic material is pre-encapsulated in the bag body in a uniformly dispersed state, and the bag body is laid on the ballast at the bottom side of the sleeper. The elastic resin material is injected into the bag body through the resin injecting part and is fluidized and hardens after a predetermined time, and the expanded bag body is elastically mounted in a space immediately below the sleeper in a compressed state. A pad was provided.

【0026】この軌道の弾性化工法は、バラストを用い
た有道床軌道に対して、当該バラストが細粒化あるいは
砂礫化して生ずる軌道の弾性支持力の低下を、まくらぎ
の底部側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。
In this track elasticizing method, a decrease in the elastic supporting force of the track caused by the ballast becoming fine-grained or gravel is reduced on the bottom side of the sleeper with respect to the bedbed track using ballast. It can be repaired easily and cheaply by installing the following, but especially compared with the previously proposed elasticizing method in which the elastic adjusting material such as a rubber chip is directly mixed and embedded in the ballast described in the prior art. There are such advantages.

【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
填した状態で長期間維持することができる。
First, since the elasticizing pad accommodates the elastic adjusting material and the curable elastic resin material in the bag main body, when it is applied to the gravel-formed bedbed track due to the extremely fine graining of the ballast. However, the reduced elastic supporting force can be maintained for a long period of time by the elasticized pad interposed between the gravelized ballast and the sleeper.

【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隙
間に注入するため、安定した道床がそのまま保持され
る。
Further, since the work of repairing the track on which the elasticizing pad is mounted is injected into the gap without disturbing the ballast which has been made fine or gravel, a stable bed is maintained.

【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。
Further, unlike the elasticizing method according to the prior art, there is no on-site work for mixing the small pieces of the polymeric elastic material in the ballast in a uniformly dispersed state, so that it is homogeneous and good without requiring a skilled worker. Since it is possible to perform various repairs, it is possible to prolong the repair cycle and contribute to safe train operation.

【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。
In the track elasticizing method, at least a part of the upper surface of the bag body is permeable, and an elastic resin material that has exuded and hardened is adhered to the bottom surface of the sleeper in a pressure contact state. it can.

【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。
In this elasticizing method, the elasticizing pad is positioned and fixed at an appropriate position on the bottom surface of the sleeper,
Positional deviation can be prevented.

【0032】前記軌道の弾性化工法において、前記弾性
化パッドは、まくらぎ底部側に二体を一対として左右に
一体ずつ装着させ、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。
In the method of elasticizing the track, the elasticizing pad may be configured such that two pairs are integrally attached to the left and right rails on the bottom side of the sleeper and individually act on the left and right rails. .

【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が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。
In this track elasticizing method, the spring constants for the left and right rails can be arbitrarily set as desired by causing the pair of left and right elasticizing pads to individually act on the left and right rails. Besides, the height can be adjusted as desired, and the work of mounting the elasticizing pad directly below the sleeper can be facilitated.

【0034】前記軌道の弾性化工法において、前記袋本
体は、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
した押し込み棒によって、摺動板の上面を摺動させなが
らまくらぎの底部側に挿入する形態を採ることができ
る。
In the elasticizing method of the orbit, the bag main body is a push rod inserted in the bag main body so that the sliding plate is inserted into the insertion gap immediately below the sleeper so as to be removably inserted into the bag main body. Thus, it is possible to adopt a mode in which the sliding plate is inserted into the sleeper bottom side while sliding on the upper surface.

【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、この間隙ては
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。
This track is made elastic by inserting it into the bag body into the gap directly below the sleeper in the floating sleeper state or, if this gap is insufficient, by inserting the track by raising the rail. By pushing out the pushing rod, the bag body can be slid on the sliding plate to the proper position immediately below the sleeper, and the elasticizing pad can be attached easily and quickly.

【0036】[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。
BEST MODE FOR CARRYING OUT THE INVENTION The elasticized pad for track and the elasticized construction method therefor according to the present invention will be described in detail below with reference to the accompanying drawings showing a preferred embodiment. FIG. (A) is a vertical cross-sectional view obtained by cutting the rail in a longitudinal direction at right angles, and (b) is shown.
The longitudinal cross-sectional view which cut | disconnected the longitudinal direction of the sleeper at right angles is shown.

【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。
In the bedded track 1, a rail 5 is laid on a sleeper 4 which is surrounded by a ballast 3 laid on a roadbed 2 except for the upper surface thereof. Sleepers 4b wider than 4a are used,
The ballast 3 that holds the rail 5 with the necessary elastic supporting force (spring constant) through the sleeper 4 is the ballasted track 1A in FIG.
It is desirable to have a uniform distribution state such as.

【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。
However, particularly at the seam, a large impact is generated by passing the train, the vibration acceleration of the ballast 3 increases, and the plastic deformation of the ballast 3 is promoted accordingly. It will cause a phenomenon. Therefore, it is necessary to perform track maintenance with an emphasis on repair work of the deteriorated ballast 3 near the seam portion 6.

【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。
FIG. 2 shows a state of a ballasted track 1B in which the ballast has been made finer. (A) is a vertical cross-sectional view of the rail cut in the orthogonal direction, and (b) is shown. The longitudinal cross-sectional view which cut | disconnected the longitudinal direction of the sleeper at right angles is shown. It shows that the ballasts 3a located on the sides of the sleepers 4 retain a relatively predetermined grain size, while the ballasts 3b located below the sleepers 4 are distributed in a finely divided state.

【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。
When carrying out the repair work, as shown in FIG. 3, the ballasts 3 on both sides of the sleeper 4 in the longitudinal direction are temporarily removed, and the sleeper 4 and the rail 5 are attached to a machine such as a mountain crossing machine or a jack (not shown). ) Slightly lift and sleepers 4
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, and then the bag body 9 is inserted from the left and right sides by sliding the upper surface of the sliding plate 8. To do.

【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。
The sliding plate 8 is made of a material having a good sliding property at least on the upper surface side thereof, such as a synthetic resin plate made of a fluororesin plate or a metal plate made of a stainless steel plate, and has a width substantially equal to that of the sleeper 4. Also, it is desirable that the length is formed longer than the bag body 9 so that the bag body 9 can be pulled out after the bag body 9 is inserted, and the thickness is as thin as possible within the range that does not deform so as to facilitate the insertion.

【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で高分子弾性材の小片による
弾性調整材11が予め封入されると共に、樹脂注入部1
0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。
The bag body 9 is a sac-like bag in which at least a part of the upper surface side is permeable and the lower surface side is impermeable, and is a rectangular shape having substantially the same outer dimensions as the sliding plate 8 and is formed on the rear end side. As shown in FIG. 5, resin injecting portions 10 are formed on the left and right sides so that the elastic adjusting material 11 made of small pieces of the polymeric elastic material is pre-enclosed in the bag body 9 in a uniformly dispersed state, and Injection part 1
At 0, an injection pipe 12 whose distal end reaches the inside of the bag body 9 is attached.

【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1
0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。
The bag main body 9 is integrally formed with the resin injecting portion 10 by, for example, a non-woven fabric.
0 and the lower surface side of the bag body 9 are coated with a synthetic resin material so that the lower surface side is impermeable and the upper surface side is permeable to exudate the elastic resin material injected later, When the resin material is injected under pressure, the resin material may have flexibility to expand in the vertical direction.

【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。
The bag body 9 is required to have strength and durability capable of withstanding long-term use even when subjected to a load or shock due to passing a train. For example, a nonwoven fabric made of polyester fiber or polyamide fiber is used, and impermeability is required. The portion to be covered is coated with a synthetic resin material similar to the fiber, and the permeability of the permeable portion of the non-woven fabric varies depending on the conditions of use, etc., but a rough guideline is 1 to 3 x 10 -3 cm / s. .

【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。
The elastic adjusting member 11 may be made of a polymer elastic material such as rubber or urethane in small pieces of about 3 to 6 mm. Particularly, a rubber tire is no longer needed to cut an old tire. It is possible to build at low cost,
As shown in FIG. 6, the small pieces of the polymeric elastic material are arranged in a uniform distribution, and the chips are connected to each other in a point-adhesive state with a resin material to form a porous shape. It is desirable to use the same kind of elastic resin material to be injected.

【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。
The injection pipe 12 is fixed to the bag body 9 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 adhering to the inner surface of the bag body 9. In order that the elastic resin material injected through the injection pipe 12 is evenly injected into the entire area of the bag body 9, the tip side thereof may be inserted so as to reach a substantially intermediate position in the bag body 9. desirable.

【0047】袋本体9を挿入する際には、樹脂注入部1
0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。
When inserting the bag body 9, the resin injection part 1
When the push rod 13 made of metal or hard synthetic resin is inserted into the injection pipe 12 from the 0 side and the tip is pressed in contact with the inner surface on the tip side of the bag body 9, the bag body 9 slides on the sliding plate 8. While being slid on the upper surface of the above, it is pushed into the insertion gap 7 formed immediately below the sleeper 4.

【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。
As shown in FIG. 7, the inserted bag main body 9 is mounted at a position where it acts evenly below the left and right rails 5,
After pulling out the sliding plate 8 shown in FIG.
Pull out. After that, a pipe of a pressure pump (not shown) for pumping 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. Inject 14.

【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されながら、弾性調整材11の多孔
状をした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を上下方向に
膨張させて上面側はまくらぎ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。
The injected elastic resin material 14 flows substantially evenly from the tip side of the injection pipe 12 (the intermediate position of the bag body 9) to the front side and the rear side, while the elastic adjusting material 11 has a porous space. It is filled in the bag body 9 in a state of being attached to the portion and the periphery. As a result, the bag main body 9 is expanded in the vertical direction so that the upper surface side is pressed against the bottom surface side of the sleeper 4, and the lower surface side is pressed against the ballast 3b directly below the sleeper 4 that has been made fine-grained or gravel and inserted. It is mounted in a state of filling the gap 7.

【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硬化時間
は30分〜1時間程度が望ましいと共に、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。
The elastic resin material 14 can be selected and used from curable resins having elasticity such as polyurethane resin, polyester resin, vinyl ester resin and epoxy resin, but it is cured so as to shorten the repair time. It is desirable that the time is about 30 minutes to 1 hour, and a certain level of insulation performance is also necessary to ensure electrical insulation between the left and right rails 5, 5.

【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
同時に注入し、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させた
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。
The elastic resin material 14 is injected at the same time from the two injection ports on the rear end side of the bag body 9 by using two pressure pumps, thereby shortening the injection time and more uniform filling. Alternatively, it is possible to adopt a work procedure that improves the operating rate of the pump by injecting only one injection port with one pressure pump with one injection port closed. .

【0052】また、使用しない注入口を閉塞させたり、
弾性樹脂材14の注入が終了した注入口を閉塞させる手
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、加熱して熱融着させたり、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。
In addition, the unused injection port may be blocked,
As a means for closing the injection port after the injection of the elastic resin material 14 is completed, it is tied with a wire or other binding material or an appropriate binding tool, heated and heat-sealed, or provided with a check valve structure. The above various means can be appropriately adopted.

【0053】なお、袋本体9に装着させた注入パイプ1
2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。
The injection pipe 1 attached to the bag body 9
In addition to its original function as an injection port for filling the elastic resin material 14 into the bag body 9, 2 has a function as an insertion port for a pushing rod 13 for inserting the bag body 9 directly under the sleeper 4, and a pillow. It also has a function of retaining the shape of the bag body 9 so that the upper surface of the sliding plate 8 can be smoothly moved without bending when it is inserted directly below the grip 4.

【0054】弾性樹脂材14の充填が完了すると注入口
を閉塞させ、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した際には接着され
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。
When the filling of the elastic resin material 14 is completed, the injection port is closed, and the elastic resin material 14 waits until the elastic resin material 14 is cured. A part of the material 14 is sequentially exuded, and when it adheres to the bottom surface of the sleeper 4 and is hardened, it is adhered, so that the elasticizing pad 15 filled with the elastic resin material 14 is positioned. Fixed.

【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、除去して置いたバラスト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が埋設された有道床軌道1Cの補修作業
が完成する。
When the elastic resin material 14 is hardened, the machines such as the Yamakoshi machine and the jack which supported the sleeper 4 and the rail 5 are removed, and the removed ballast 3 is put on the side of the sleeper 4. Then, as shown in FIG. 8, the repair work of the bedbed track 1C in which the elasticizing pad 15 is embedded is completed.

【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。
In this tracked bed track 1C, a decrease in the elastic support force for the rail 5 and the sleeper 4 due to the floating sleeper phenomenon and a deviation in the track due to the drop of the seam are caused by the sleeper 4
It can be effectively repaired by the elasticizing pad 15 embedded right below, and can be maintained for a long period of time.

【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を使用する場合に付いて説明したが、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
して道床の補修ができ、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。
In the above embodiment, the elasticized pad 15 is used for repairing the floating sleeper phenomenon that occurs in the rail seam portion 6 of the trackbed 1, but the elasticized pad 15 is used for the rail. It can be applied to sleepers other than the seam portion 6 to repair the roadbed, and is also effective for repairing flapping or flapping phenomenon occurring in the tracks before and after the take-off, for example.

【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
装着させることができる。
Further, the elasticizing pad 15 can be applied to, for example, sleepers of bridge tracks other than the bedbed track 1, and as shown in FIG. 9, in the bridge track 18, H-shaped steel or the like attached to the bridge girder 16 is used. For the bridge track 18 in which the rail 5 is laid on the bridge structure material 17 via the sleepers 4 by
The elasticizing pad 15 can be mounted between the sleeper 4 and the bridge structure material 17.

【0059】この橋梁軌道18では、レール5直下に弾
性化パッド15を装着させたことにより、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。
The bridge track 18 is provided with the elasticizing pad 15 just below the rail 5, so that a rubber pad or the like can be used against the flapping of the track, the flapping phenomenon, and the noise that occur with the deterioration of the sleeper 4. Compared with the case where the elastic member of (1) is attached, it is possible to apply desired elasticity by adapting to the deteriorated portion, so that it works effectively.

【図面の簡単な説明】[Brief description of drawings]

【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。
FIG. 1 is a vertical cross-sectional view of a tracked bed track 1A in a normal state, which is one of the implementation targets to which the present invention is applied, in which a longitudinal direction of a rail is cut orthogonally, and FIG. ) Is a vertical cross-sectional view obtained by cutting the sleepers in the longitudinal direction in an orthogonal manner.

【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。
FIG. 2 shows a bedbed track 1B that has deteriorated and requires repair,
(A) is a vertical cross-sectional view obtained by cutting the rail in the longitudinal direction orthogonally, and (b) is shown a vertical cross-sectional view obtained by cutting the longitudinal direction of the sleeper in the orthogonal direction.

【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。
FIG. 3 is a vertical cross-sectional view of the ballasted track 1B in a state in which the ballast 3 on the side of the pillow 4 which interferes with the repaired work is removed in one step of the repaired work on the tracked track 1B.

【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。
FIG. 4 is a step of a repair work for the tracked track 1B, in which the bag main body 9 is pushed by the push rod 13 through the sliding plate 8 into the insertion gap 7 secured by lifting the pillow 4 and the rail 5. The longitudinal cross-sectional view of the trackbed track 1B in the state inserted.

【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。
FIG. 5 is a perspective view of a main part of the repair work centering on the bag body 9.

【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。
FIG. 6 is a partial plan view showing a dispersed arrangement state of small pieces (rubber chips) of a polymeric elastic material that are previously enclosed in the bag body 9.

【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。
FIG. 7 is a step of a repair work for the ballasted bed track 1B, showing the tracked bed track 1B in a state of injecting the elastic resin material 14 from the resin injection portion 10 into the bag body 9 inserted immediately below the pillow 4. FIG.

【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。
FIG. 8 is a vertical cross-sectional view of a tracked track 1C on which the elasticizing pad 15 is mounted just below the pillow 4 after the repair work is completed.

【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。
FIG. 9 is a longitudinal sectional view showing a bridge track 18 to which an elasticizing pad 15 is applied.

【符号の説明】[Explanation of symbols]

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 1, 1A, 1B, 1C Ballbed track 2 roadbed 3 ballast 4 sleepers 5 rails 6 seams 7 Insertion gap 8 Sliding plate 9 bags 10 Resin injection part 11 Elasticity adjusting material 12 injection pipes 13 push rod 14 Elastic resin material 15 Elasticized pad 16 bridge girders 17 Bridge structure materials 18 bridge tracks

───────────────────────────────────────────────────── フロントページの続き (72)発明者 小澤 元 東京都千代田区神田錦町3丁目11番8号 株式会社アレン内 (72)発明者 太田 稔 東京都千代田区神田錦町3丁目11番8号 株式会社アレン内 (72)発明者 山本 史夫 兵庫県尼崎市南塚口町6丁目10番73号 神 東塗料株式会社内 (72)発明者 村田 吉隆 兵庫県尼崎市南塚口町6丁目10番73号 神 東塗料株式会社内 (72)発明者 安藤 勝敏 東京都国分寺市光町二丁目8番地38 財団 法人鉄道総合技術研究所 (72)発明者 堀池 高広 東京都国分寺市光町二丁目8番地38 財団 法人鉄道総合技術研究所 (72)発明者 長戸 博 東京都国分寺市光町二丁目8番地38 財団 法人鉄道総合技術研究所 (72)発明者 向井 明 東京都国分寺市光町二丁目8番地38 財団 法人鉄道総合技術研究所 Fターム(参考) 2D056 AD05 AD07 2D057 BA31 CB00 CC02 3J048 AA01 BA02 BD05 DA01 EA38   ─────────────────────────────────────────────────── ─── Continued front page    (72) Inventor Gen Ozawa             3-11-8 Kandanishikicho, Chiyoda-ku, Tokyo             Allen Co., Ltd. (72) Inventor Minoru Ota             3-11-8 Kandanishikicho, Chiyoda-ku, Tokyo             Allen Co., Ltd. (72) Inventor Fumio Yamamoto             6-1073 God, Minamitsukaguchi-cho, Amagasaki-shi, Hyogo             Inside the East Paint Co., Ltd. (72) Inventor Yoshitaka Murata             6-1073 God, Minamitsukaguchi-cho, Amagasaki-shi, Hyogo             Inside the East Paint Co., Ltd. (72) Inventor Katsutoshi Ando             38-8, Hikarimachi, Kokubunji, Tokyo 38 Foundation             Corporate Railway Technical Research Institute (72) Inventor Takahiro Horiike             38-8, Hikarimachi, Kokubunji, Tokyo 38 Foundation             Corporate Railway Technical Research Institute (72) Inventor Hiroshi Nagato             38-8, Hikarimachi, Kokubunji, Tokyo 38 Foundation             Corporate Railway Technical Research Institute (72) Inventor Akira Mukai             38-8, Hikarimachi, Kokubunji, Tokyo 38 Foundation             Corporate Railway Technical Research Institute F-term (reference) 2D056 AD05 AD07                 2D057 BA31 CB00 CC02                 3J048 AA01 BA02 BD05 DA01 EA38

Claims (10)

【特許請求の範囲】[Claims] 【請求項1】 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、まくらぎの底部側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。
1. A bag main body, an elastic adjusting member made of a small piece of a polymeric elastic material pre-encapsulated in the bag main body in a uniformly dispersed state, and a curable elastic resin into the bag main body inserted on the bottom side of the sleeper. An elasticized pad for a track, comprising a resin injecting section for injecting a material later under pressure.
【請求項2】 前記弾性調整材は、高分子弾性材の小片
を合成樹脂材に絡めて多孔状に接着させ、前記袋本体内
へ分散状態で配置する請求項1に記載した軌道用弾性化
パッド。
2. The elasticized material for orbit according to claim 1, wherein the elastic adjusting material is arranged in a dispersed state in the bag body by entangled a small piece of a polymeric elastic material with a synthetic resin material and adhering it in a porous manner. pad.
【請求項3】 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2に記載
した軌道用弾性化パッド。
3. The elasticized pad for a track according to claim 2, wherein a rubber chip obtained by cutting an old tire is used as the small piece of the polymeric elastic material.
【請求項4】 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1〜3のいず
れかに記載した軌道用弾性化パッド。
4. The orbit elasticizing pad according to claim 1, wherein at least a part of an upper surface side of the bag body is permeable and a lower surface side thereof is impermeable.
【請求項5】 前記樹脂注入部には、前記袋本体の後端
側に左右一対の注入口を突出形成すると共に、当該注入
口から袋本体内に達する注入パイプが挿着されている請
求項1〜3のいずれかに記載した軌道の弾性化パッド。
5. A pair of left and right injection ports are formed so as to project from the rear end side of the bag body, and an injection pipe reaching from the injection port into the bag body is inserted into the resin injection section. The elasticized pad of the track described in any one of 1 to 3.
【請求項6】 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請求項5に記
載した軌道用弾性化パッド。
6. The elasticized pad for an orbit according to claim 5, wherein the injection pipe is inserted and attached so that a tip end side thereof reaches a substantially intermediate position of the bag body.
【請求項7】 袋本体内に高分子弾性材の小片による弾
性調整材が均一な分散状態で予め封入され、この袋本体
をまくらぎの底部側に挿入すると共に、当該袋本体内に
は樹脂注入部を介して流動性で所定時間後に硬化する弾
性樹脂材を注入し、膨張した袋本体をバラスト上に敷設
したまくらぎ直下の空隙に圧密状態で装着される弾性化
パッドを設けたことを特徴とした軌道の弾性化工法。
7. An elastic adjusting material composed of small pieces of a polymeric elastic material is preliminarily enclosed in a bag body in a uniformly dispersed state, and the bag body is inserted into the bottom side of the sleeper, and resin is injected into the bag body. It is characterized by injecting an elastic resin material that is fluid and hardened after a predetermined time through the part, and provided an elasticizing pad to be mounted in a compacted state in the void just under the sleeper that laid the expanded bag body on the ballast. The elasticized construction method of the track.
【請求項8】 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請求項7に記載した軌道の弾
性化工法。
8. The method for elasticizing a track according to claim 7, wherein at least a part of the upper surface side of the bag body is permeable, and an elastic resin material that has exuded and hardened is adhered to the bottom surface of the sleeper in a pressure contact state. .
【請求項9】 前記弾性化パッドは、まくらぎ底部側に
二体を一対として左右に一体ずつ装着させ、左右のレー
ルに対して個別に作用させる請求項7又は8に記載した
軌道の弾性化工法。
9. The elasticizing pad for a track according to claim 7, wherein the elasticizing pad is a pair of two bodies mounted on the bottom side of the sleeper and mounted integrally on the right and left rails individually to act on the left and right rails. Law.
【請求項10】 前記袋本体は、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によって、摺
動板の上面を摺動させながらまくらぎの底部側に挿入す
る請求項7〜9のいずれかに記載した軌道の弾性化工
法。
10. In the bag body, with the sliding plate inserted in the insertion gap just below the sleeper, the sliding plate is inserted into the bag body through the resin injecting portion so as to be detachable. The method for elasticizing a track according to any one of claims 7 to 9, wherein the track is inserted on the bottom side of the sleeper while sliding the top 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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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011117253A (en) * 2009-12-02 2011-06-16 Munehiro Kozu Base isolation rubber sheet
JP2012180634A (en) * 2011-02-28 2012-09-20 Allen:Kk Repair method of slab track, bag for repair, and resin injection device
JP2015168969A (en) * 2014-03-06 2015-09-28 株式会社アレン Form for repairing slab type track, and construction method for repairing filling layer of slab type track
JP2015205740A (en) * 2014-04-17 2015-11-19 株式会社アイエム Insulation type rail-mountain-crossing unit
JP2018053556A (en) * 2016-09-29 2018-04-05 北海道旅客鉄道株式会社 Track structure and method of constructing the same
CN112411274A (en) * 2020-11-29 2021-02-26 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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JPH0538001U (en) * 1991-10-16 1993-05-21 興和化成株式会社 Variable pad
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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JPS4932962Y2 (en) * 1971-11-22 1974-09-06
JP3473998B2 (en) * 1994-09-08 2003-12-08 財団法人鉄道総合技術研究所 Improvement method of track ground
JP3520294B2 (en) * 1994-11-17 2004-04-19 独立行政法人鉄道建設・運輸施設整備支援機構 How to build a sleeper track
JP3876345B2 (en) * 1997-01-24 2007-01-31 財団法人鉄道総合技術研究所 Stabilization method for track ballast and its track structure
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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

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011117253A (en) * 2009-12-02 2011-06-16 Munehiro Kozu Base isolation rubber sheet
JP2012180634A (en) * 2011-02-28 2012-09-20 Allen:Kk Repair method of slab track, bag for repair, and resin injection device
JP2015168969A (en) * 2014-03-06 2015-09-28 株式会社アレン Form for repairing slab type track, and construction method for repairing filling layer of slab type track
JP2015205740A (en) * 2014-04-17 2015-11-19 株式会社アイエム Insulation type rail-mountain-crossing unit
JP2018053556A (en) * 2016-09-29 2018-04-05 北海道旅客鉄道株式会社 Track structure and method of constructing the same
CN112411274A (en) * 2020-11-29 2021-02-26 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
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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