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JPH0415761Y2 - - Google Patents

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Publication number
JPH0415761Y2
JPH0415761Y2 JP1984131014U JP13101484U JPH0415761Y2 JP H0415761 Y2 JPH0415761 Y2 JP H0415761Y2 JP 1984131014 U JP1984131014 U JP 1984131014U JP 13101484 U JP13101484 U JP 13101484U JP H0415761 Y2 JPH0415761 Y2 JP H0415761Y2
Authority
JP
Japan
Prior art keywords
cushioning material
under
track
support
long groove
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.)
Expired
Application number
JP1984131014U
Other languages
Japanese (ja)
Other versions
JPS6145401U (en
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 filed Critical
Priority to JP13101484U priority Critical patent/JPS6145401U/en
Publication of JPS6145401U publication Critical patent/JPS6145401U/en
Application granted granted Critical
Publication of JPH0415761Y2 publication Critical patent/JPH0415761Y2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Railway Tracks (AREA)
  • Laminated Bodies (AREA)

Description

【考案の詳細な説明】 〔産業分野〕 本考案は鉄道の道床下緩衝材の改良に関するも
のである。
[Detailed Description of the Invention] [Industrial Field] The present invention relates to the improvement of cushioning materials under railway trackbeds.

新幹線等の鉄道の軌道として、基礎をコンクリ
ート打ちした軌道が使用されている。このような
軌道においては、列車走行による振動騒音の軽
減、輪重変動の軽減等を目的とし基礎コンクリー
トの上にバラストマツトを敷き、そのバラストマ
ツトの上にバラストを積載し、そこに枕木を配置
し、この枕木にレールを固定する軌道が多用され
る傾向にある。本考案の道床下緩衝材はかかるバ
ラストマツトとして使用するものである。
Tracks with concrete foundations are used for railways such as the Shinkansen. On such tracks, ballast pine is laid on the foundation concrete, ballast is loaded on top of the ballast pine, and sleepers are placed on top of the ballast pine to reduce vibration noise and wheel load fluctuations caused by running trains. However, there is a tendency for tracks that fix the rails to these sleepers to be used frequently. The underbed cushioning material of the present invention is used as such a ballast mat.

〔従来技術〕[Prior art]

このようなバラストマツトとしては、従来、厚
さ25mm、巾500mm、長さ2000mm程度のゴム製シー
トが用いられている。そして、厚さ方向における
圧縮変位を与えるためにバラストマツトには、多
数の空間が形成され、バラストマツトの変位をそ
の空間で吸収する構成となつている。
As such a ballast mat, a rubber sheet having a thickness of about 25 mm, a width of 500 mm, and a length of about 2000 mm is conventionally used. In order to apply compressive displacement in the thickness direction, a large number of spaces are formed in the ballast pine, and the displacement of the ballast pine is absorbed by the spaces.

〔考案が解決しようとする問題点〕[Problem that the invention attempts to solve]

この様な従来のバラストマツトにおいては、軌
道上を列車が通過する毎にバラストマツトが厚さ
方向に圧縮変形され、そのためにバラストマツト
内部、あるいはバラストマツトとコンクリート床
の間に形成されている空間が小さくなる。即ち、
列車が通る毎にバラストマツトの空間が小さくな
り、列車が通過すると圧縮力が解除されて空間が
大きくなる。このため、空間内を満たしている空
気が出入りし、この空気のポンピング作用により
空間内に雨水、あるいは雨水と共に土砂等を吸い
込み空間が土砂等で埋まるという事態の発生が予
測される。もし、空間が土砂等で埋まつた場合に
おいては、バラストマツトの厚さ方向による圧縮
に対して、圧縮変位を吸収する空間がないため
に、実質的にバラストマツトが圧縮されず、バラ
ストマツトによる列車走行の振動、騒音の軽減等
の効果は実質上失われる。
In such conventional ballast pine, the ballast pine is compressed and deformed in the thickness direction every time a train passes on the track, so the space formed inside the ballast pine or between the ballast pine and the concrete floor becomes small. Become. That is,
Each time a train passes, the space in the ballast pine becomes smaller, and when a train passes, the compressive force is released and the space becomes larger. For this reason, it is predicted that the air filling the space will move in and out, and the pumping action of this air will suck rainwater into the space, or dirt and the like along with the rainwater, filling the space with dirt and the like. If the space is filled with earth and sand, etc., there is no space to absorb the compression displacement due to the compression in the thickness direction of the ballast pine, so the ballast pine will not be compressed, and the ballast pine will not be compressed. The effects of reducing vibration and noise during train running are virtually lost.

本考案は土砂等の流入のない長期間に亘つて列
車走行による振動、騒音の軽減が可能な道床下緩
衝材を提供をすることを目的とするものである。
The object of the present invention is to provide an under-trackbed cushioning material that can reduce vibration and noise caused by train running for a long period of time without the inflow of earth and sand.

〔問題点を解決するための手段〕[Means for solving problems]

本考案の道床下緩衝材は間隔をへだてて互いに
平行に配設された多数の壁状の支持部と該支持部
の上端を一体的に連結する上板部とて構成され、
互いに隣接する上記支持部の間に長溝を有する板
状で高弾性ゴム製のソリツド部と、 上記長溝の両端開口に埋設、固着されて上記長
溝の両端開口を封鎖するとともに、平坦な下端面
が前記支持部の下端面と同レベルに形成された上
記支持部より軟質の栓部とで構成されていること
を特徴とする。
The under-track cushioning material of the present invention is composed of a large number of wall-shaped support parts arranged parallel to each other at intervals, and an upper plate part that integrally connects the upper ends of the support parts,
A plate-shaped solid part made of highly elastic rubber having a long groove between the mutually adjacent supporting parts, and a solid part embedded in and fixed to the openings at both ends of the long groove to close the openings at both ends of the long groove, and having a flat lower end surface. It is characterized by comprising a plug part that is softer than the support part and is formed at the same level as the lower end surface of the support part.

本考案の道床下緩衝材は、ソリツド部を構成す
る支持部の間に形成される長溝の両端を栓部で閉
じ、この道床下緩衝材を基盤上に敷くことにより
支持部の間に形成される空間を栓部および基盤で
外部より密閉したものである。このため道床下緩
衝材が圧縮変形回復の繰り返しを行なつても、道
床下緩衝材内の空間には外部より土砂等が流入す
るおそれが少ない。
The under-track cushioning material of the present invention is formed between the supporting parts by closing both ends of the long groove formed between the supporting parts constituting the solid part with plug parts, and laying this under-track cushioning material on the base. The space is sealed from the outside using a stopper and a base. Therefore, even if the under-road bed cushioning material undergoes repeated compressive deformation and recovery, there is little risk of dirt or the like flowing into the space within the under-road bed cushioning material from the outside.

〔考案の構成の詳細な説明〕[Detailed explanation of the structure of the invention]

本考案の道床下緩衝材は、高弾性ゴム製のソリ
ツド部と、栓部とで構成されている。
The underbed cushioning material of the present invention is composed of a solid part made of highly elastic rubber and a plug part.

高弾性ゴム製のソリツド部は多数の間隔をへだ
てて互いに平行に、かつ全体として面状に配設さ
れた壁状の支持部と該支持部の上端を一体的に連
結する上板部とで構成されている板状である。支
持部の太さ、あるいは厚さ、支持部と支持部との
間の空間、ソリツド部の弾性係数等は、用途に応
じて種々選択することができる。なお、ここでソ
リツド部とは孔質体でなく、充実した部材である
という意味を含む。
The solid part made of high elastic rubber consists of a wall-shaped support part which is arranged parallel to each other at many intervals and in the form of a plane as a whole, and an upper plate part which integrally connects the upper end of the support part. It is a plate-like structure. The thickness or thickness of the support parts, the space between the support parts, the elastic modulus of the solid part, etc. can be selected from various values depending on the purpose. Note that the solid portion here includes the meaning of a solid member rather than a porous body.

このソリツド部を構成する支持部は道床下緩衝
材に作用する圧縮力を実質上受け、圧縮力によ
り、厚さ方向に圧縮され、支持部自体は高さを減
じ、その厚さ、太さを増すことによつて圧縮変位
を可能とするものである。なお、壁状の支持部は
その長手方向と異なる方向に切れ目を有していて
もよい、壁状の支持部が切れ目により断片化され
る場合、これら断片は柱状を成す。ソリツド部の
他の構成要素である上板部は道床下緩衝材の上方
から作用する圧力を支持部の高さ方向(道床下緩
衝材全体からみると厚さ方向に該当する)の圧縮
力として力を伝達するものである。従つて、上板
部は比較的肉厚のものであるのが好ましい。又、
上板部の支持部と支持部との間に当る部分は、支
持部の上部に比較して肉厚を厚くするようにする
のが好ましい。
The support part constituting this solid part substantially receives the compressive force acting on the underbed cushioning material, and is compressed in the thickness direction by the compressive force, and the support part itself reduces its height and its thickness and thickness. By increasing the displacement, compressive displacement is possible. Note that the wall-like support portion may have cuts in a direction different from its longitudinal direction. When the wall-like support portion is fragmented by the cuts, these fragments form a columnar shape. The upper plate section, which is another component of the solid section, converts the pressure acting from above the under-track cushioning material into a compressive force in the height direction of the support section (corresponding to the thickness direction when viewed from the entire under-track cushioning material). It transmits power. Therefore, it is preferable that the upper plate portion be relatively thick. or,
It is preferable that the portion of the upper plate portion that is in contact between the supporting portions has a thicker wall thickness than the upper portion of the supporting portion.

ソリツド部は通常の天然ゴム、合成ゴム、ある
いは再生ゴムで製造することができる。
The solid parts can be made from conventional natural rubber, synthetic rubber, or recycled rubber.

栓部は、ソリツド部の相対向する端面部のみの
隣り合う支持部の間の空間を埋め、ソリツド部に
両端が閉じた溝を形成するものである。栓部はソ
リツド部と同一材質ではなく、軟質多孔質体で形
成されてる。軟質多孔質体で形成されていれば、
圧縮されて収縮しやすいため、支持部の間に形成
される空間と同一の作用を奏し、好ましい。軟質
多孔質体としては、特に独立気泡のものが好まし
い。このために軟質ウレタン発砲体、ポリエチレ
ン発泡体等の発泡体で栓部を構成するのがよい。
The plug portion fills the space between the adjacent support portions of only the opposing end surfaces of the solid portion, and forms a groove in the solid portion with both ends closed. The plug part is not made of the same material as the solid part, but is made of a soft porous body. If it is made of a soft porous material,
Since it is easily compressed and contracted, it has the same effect as the space formed between the support parts, which is preferable. As the soft porous material, a closed cell material is particularly preferable. For this reason, it is preferable to construct the stopper portion with a foam such as a soft urethane foam or a polyethylene foam.

ソリツド部と栓部とは、一体的に形成あるいは
接合されている。
The solid portion and the plug portion are integrally formed or joined.

〔考案の効果〕[Effect of idea]

本考案の道床下緩衝材は、道床下緩衝材自体の
全体形状が板状である。かつ道床下緩衝材の下面
に両端が閉じた多数の溝が平行に設けられてい
る。従つて道床下緩衝材の圧縮変形により道床下
緩衝材内の上記溝の空間の体積が変化しても、溝
の両端に設けられた栓部により土砂の流入が阻止
される。このため道床下緩衝材の圧縮変形は長期
間に渡つて維持される。従つて、列車走行による
振動、騒音は本考案の道床下緩衝材により長期間
有効に吸収される。また、栓部は軟質であるの
で、ソリツド部各部の弾性がばらつくことがな
い。
The under-track cushioning material of the present invention has a plate-like overall shape. In addition, a large number of grooves with both ends closed are provided in parallel on the lower surface of the under-track bed cushioning material. Therefore, even if the volume of the space in the groove in the under-bed cushioning material changes due to compressive deformation of the under-bed cushioning material, the inflow of earth and sand is prevented by the plugs provided at both ends of the groove. Therefore, the compressive deformation of the under-track cushioning material is maintained for a long period of time. Therefore, vibrations and noise caused by running trains can be effectively absorbed for a long period of time by the under-track cushioning material of the present invention. Moreover, since the plug part is soft, the elasticity of each part of the solid part does not vary.

〔実施例〕〔Example〕

本考案の実施例の道床下緩衝材Aの一部斜視図
を第1図に示す。この道床下緩衝材Aは、ソリツ
ド部1と栓部2とで構成されている。ソリツド部
1は隔壁状の多数の支持部11と各支持部11の
上端部を一体的に連結する比較的肉厚の上板部1
2とで構成されている。各隣り合う支持部の間に
は長溝1aが形成されている。また上板部12の
上面で、かつ支持部11の上部に当る部分に比較
的浅い凹部12aが形成され、上板部12は支持
部11の上方において厚さが薄くなつている。
FIG. 1 shows a partial perspective view of an under-track cushioning material A according to an embodiment of the present invention. This under-track cushioning material A is composed of a solid portion 1 and a plug portion 2. The solid portion 1 is a relatively thick upper plate portion 1 that integrally connects a large number of partition-like support portions 11 and the upper end portions of each support portion 11.
It is composed of 2. A long groove 1a is formed between each adjacent support part. Further, a relatively shallow recess 12a is formed on the upper surface of the upper plate part 12 and in a portion corresponding to the upper part of the support part 11, and the thickness of the upper plate part 12 becomes thinner above the support part 11.

栓部2はソリツド部1の相対向する両端部のみ
で、壁状の支持部11の間に形成された長溝1a
の両端を閉じる状態で接合されている。
The plug portion 2 is located only at opposite ends of the solid portion 1, and is located between the long grooves 1a formed between the wall-shaped support portions 11.
are joined with both ends closed.

このソリツド部1は全体的に合成ゴムで一体的
に形成され、その圧縮弾性率は比較的高く形成さ
れている。栓部2は、ポリエチレン発泡体で構成
され、ソリツド部1と栓部2とは粘着性接着剤で
一体的に接着されている。
This solid portion 1 is integrally formed entirely of synthetic rubber, and its compressive elastic modulus is relatively high. The plug part 2 is made of polyethylene foam, and the solid part 1 and the plug part 2 are integrally bonded with adhesive adhesive.

この道床下緩衝材Aを基盤B上に敷設した状態
の断面を第2図に示す。道床下緩衝材Aの下方に
形成された長溝1aはソリツド部1と両側の栓部
2および基盤Bで囲まれ、密閉空間となる。この
ため長溝1a内には土砂が流入できない。
FIG. 2 shows a cross section of this under-track cushioning material A laid on the base B. The long groove 1a formed below the under-track cushioning material A is surrounded by the solid portion 1, the plug portions 2 on both sides, and the base B, forming a sealed space. Therefore, earth and sand cannot flow into the long groove 1a.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本考案の実施例の道床下緩衝材を示す
一部斜視図。第2図は第1図の道床下緩衝材を基
盤上に敷設した状態の断面図である。 A……道床下緩衝材、B……基盤、1……ソリ
ツド部、2……栓部、1a……長溝。
FIG. 1 is a partial perspective view showing an under-track cushioning material according to an embodiment of the present invention. FIG. 2 is a cross-sectional view of the under-track cushioning material shown in FIG. 1 placed on a base. A...Buffer material under the track bed, B...Base, 1...Solid part, 2...Plug part, 1a...Long groove.

Claims (1)

【実用新案登録請求の範囲】 (1) 間隔をへだてて互いに平行に配設された多数
の壁状の支持部と該支持部の上端を一体的に連
結する上板部とで構成され、互いに隣接する上
記支持部の間に長溝を有する板状で高弾性ゴム
製のソリツド部と、 上記長溝の両端開口に埋設、固着されて上記
長溝の両端開口を封鎖するとともに、平坦な下
端面が前記支持部の下端面と同レベルに形成さ
れた上記支持部より軟質の栓部とで構成されて
いることを特徴とする道床下緩衝材。 (2) 栓部は軟質多孔質体である実用新案登録請求
の範囲第1項記載の道床下緩衝材。 (3) 栓部は独立気泡の軟質樹脂またはゴムで構成
されている実用新案登録請求の範囲第1項記載
の道床下緩衝材。
[Claims for Utility Model Registration] (1) Consisting of a large number of wall-shaped support parts arranged parallel to each other at intervals, and an upper plate part that integrally connects the upper ends of the support parts, a plate-shaped solid part made of highly elastic rubber having a long groove between the adjacent supporting parts; embedded and fixed in the openings at both ends of the long groove to close the openings at both ends of the long groove; An under-track bed cushioning material comprising a plug part that is softer than the support part and is formed at the same level as the lower end surface of the support part. (2) The under-track cushioning material according to claim 1 of the utility model registration claim, wherein the plug part is a soft porous material. (3) The under-track cushioning material according to claim 1, wherein the plug portion is made of closed-cell soft resin or rubber.
JP13101484U 1984-08-28 1984-08-28 Cushioning material under the track bed Granted JPS6145401U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13101484U JPS6145401U (en) 1984-08-28 1984-08-28 Cushioning material under the track bed

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13101484U JPS6145401U (en) 1984-08-28 1984-08-28 Cushioning material under the track bed

Publications (2)

Publication Number Publication Date
JPS6145401U JPS6145401U (en) 1986-03-26
JPH0415761Y2 true JPH0415761Y2 (en) 1992-04-09

Family

ID=30689606

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13101484U Granted JPS6145401U (en) 1984-08-28 1984-08-28 Cushioning material under the track bed

Country Status (1)

Country Link
JP (1) JPS6145401U (en)

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5244906A (en) * 1975-10-04 1977-04-08 Mitsui Toatsu Chem Inc Slab railway construction
DE3121946A1 (en) * 1981-06-03 1982-12-23 Clouth Gummiwerke AG, 5000 Köln "MAT IN MADE OF ELASTIC MATERIAL"
JPS6140403U (en) * 1984-08-15 1986-03-14 東京フアブリツク工業株式会社 Ballast pine with dustproof pine for track

Also Published As

Publication number Publication date
JPS6145401U (en) 1986-03-26

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