JPS6121202A - Vibration dampening track - Google Patents

Vibration dampening track

Info

Publication number
JPS6121202A
JPS6121202A JP14389484A JP14389484A JPS6121202A JP S6121202 A JPS6121202 A JP S6121202A JP 14389484 A JP14389484 A JP 14389484A JP 14389484 A JP14389484 A JP 14389484A JP S6121202 A JPS6121202 A JP S6121202A
Authority
JP
Japan
Prior art keywords
vibration
proof
sleepers
outer frame
track
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
JP14389484A
Other languages
Japanese (ja)
Other versions
JPH041801B2 (en
Inventor
中村 繁之
茂 鈴木
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.)
NIHON KOUGEN CONCRETE KK
NIPPON KOGEN CONCRETE
TEITO KOSOKUDO KOTSU EIDAN
TEITO KOUSOKUDO KOUTSUU EIDAN
Original Assignee
NIHON KOUGEN CONCRETE KK
NIPPON KOGEN CONCRETE
TEITO KOSOKUDO KOTSU EIDAN
TEITO KOUSOKUDO KOUTSUU EIDAN
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 NIHON KOUGEN CONCRETE KK, NIPPON KOGEN CONCRETE, TEITO KOSOKUDO KOTSU EIDAN, TEITO KOUSOKUDO KOUTSUU EIDAN filed Critical NIHON KOUGEN CONCRETE KK
Priority to JP14389484A priority Critical patent/JPS6121202A/en
Publication of JPS6121202A publication Critical patent/JPS6121202A/en
Publication of JPH041801B2 publication Critical patent/JPH041801B2/ja
Granted legal-status Critical Current

Links

Landscapes

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

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 (産業上の利用分野) こ−4廃i畝、:道床砂利、等を使用する有蓮4床の防
振軌道に関するものである。
DETAILED DESCRIPTION OF THE INVENTION (Industrial Field of Application) This invention relates to a four-bed vibration-proof track using 4-bed gravel, etc.

(赫来あ技術)′ 有道床に使用される防振枕木としては、コンクリート枕
木の底面、両ilI面および両妻にゴム板を張り付け、
あるいはウレタン樹脂等を流し込んだものがある。
(Hekuraia Technology)' As anti-vibration sleepers used for roadbeds, rubber plates are pasted on the bottom, both sides, and ends of concrete sleepers.
Alternatively, there are those in which urethane resin or the like is poured.

(この発明が解決すべき問題点) このよう々防振枕木の場合、道床砕石によってゴム板等
の弾性体が傷つくお雪れがあり、また枕木中央底面と枕
木底面に防振箱がカバーされていない所に道床砂利が接
触し支持するため、枕木全体の弾性が損なわれる。
(Problems to be solved by this invention) In the case of vibration-proof sleepers like this, there is snow that damages the elastic bodies such as rubber plates due to crushed stones in the trackbed, and the vibration-proof box covers the center bottom of the sleepers and the bottom of the sleepers. The elasticity of the sleepers as a whole is impaired because the roadbed gravel comes into contact with and provides support in areas that are not covered.

この発明はこのような問題点を解消すべく提案されたも
ので、弾性体の損傷を防止でき、防振枕木を有道床に有
効に使用できるようにしたものである。
This invention was proposed in order to solve these problems, and it is possible to prevent damage to the elastic body and to make it possible to effectively use vibration-proof sleepers on trackbeds.

(問題点を解決するための手段) この発明に係る防振軌道は、上部が開口した防振箱を枕
木の両端部に取付け、枕木底面、端面、両側面と防振箱
との間に防振パッドを挿入する方式の防振枕木を有道床
に使用する防振軌道であって、上部が開口しその内部に
前記防振枕木を余裕をもって収納し得る大きさでかつ充
分剛性を有する外枠内に前記防振枕木を収納し、この外
枠と前記防振箱との間に、注入後硬化する材料を充填し
、このような外枠を道床砂利の中に設置するとともに外
枠内の防振枕木にレールを取付けて構成され、外枠によ
り防振箱の損傷を防止するようにしたものである。
(Means for Solving the Problems) The vibration-isolating track according to the present invention includes a vibration-isolating box with an open top attached to both ends of the sleepers, and a space between the bottom, end, and both side surfaces of the sleepers and the vibration-isolating box. A vibration-proofing track using vibration-proofing sleepers of the type in which vibration pads are inserted as a trackbed, the outer frame having an open top and having sufficient rigidity and a size that allows the vibration-proofing sleepers to be housed inside with plenty of room. The vibration-proof sleepers are housed inside the box, and a material that hardens after injection is filled between the outer frame and the vibration-proof box, and such an outer frame is installed in the roadbed gravel, and the inside of the outer frame is filled with a material that hardens after injection. It consists of rails attached to anti-vibration sleepers, with an outer frame to prevent damage to the anti-vibration box.

(実 施 例) 以下、この発明を図示する実施例に基づいて説明する。(Example) The present invention will be described below based on illustrated embodiments.

第1図、第2図に示すように、コンクリート枕゛木10
山端部には、繊維強化プラスチック等から々り上部が開
口した防振箱2が取付けられ、枕木底面、端面、両側面
と防振箱2との間に防振パッド3が挿入されている。
As shown in Figures 1 and 2, concrete sleepers 10
A vibration isolation box 2 made of fiber-reinforced plastic or the like and having an open top is attached to the mountain end, and a vibration isolation pad 3 is inserted between the vibration isolation box 2 and the bottom, end, and both sides of the sleeper.

このように防振された枕木1は、上部が開口しく 3 
) た外枠4内に収納される。
The sleeper 1 thus vibration-isolated has an open top.3
) is housed within the outer frame 4.

この外枠4は、前述の防振枕木1を余裕をもって収納し
得る大きさでかつ充分な剛性を有する鋼板等から□なり
、この外枠4と防振箱2との間には、樹脂、モルタル等
の注入後硬化する材料5が注入され、これにより防振枕
木1ど外枠4との一体化が計られる。
This outer frame 4 is made of a steel plate or the like having sufficient rigidity and is large enough to accommodate the above-mentioned anti-vibration sleeper 1 with plenty of room. Between this outer frame 4 and the anti-vibration box 2, resin A material 5 such as mortar that hardens after injection is injected, thereby integrating the vibration-proof sleepers 1 and the outer frame 4.

外枠4の底面には、縦方向リブ6と横方向リブ7が一体
的に垂設され、レール直角方向の張り出し抵抗およびレ
ールのふく進抵抗の・増大を計っている。
A vertical rib 6 and a horizontal rib 7 are integrally vertically provided on the bottom surface of the outer frame 4, and are intended to increase the overhang resistance in the direction perpendicular to the rail and the rail advancement resistance.

さらに、外枠4の一端部には、断面り字状の支持ブラケ
ット8が補強リブ9を介して突設され、この支持ブラケ
ット8に短枕木10を介して第三軌条11が取付けられ
る。この第三軌条11は支持ブラケット8に直接取付け
るようにしてもよい。
Furthermore, a support bracket 8 having an angular cross-section is protruded from one end of the outer frame 4 via reinforcing ribs 9, and a third rail 11 is attached to this support bracket 8 via short sleepers 10. This third rail 11 may be attached directly to the support bracket 8.

第5図ないし第7図に示すように、防振箱2は、仕切突
条12により、第一収納部2A、第二収納部2B、側部
収納部2Cに区分けされ、第一収納部2Aに底部用防振
パッド3Aが、第二収納部2Bに底部用防振パッド3B
が、側部収納部2Cに側部防振パッド3Cが、第一収納
部2Aにおける枕木1の端面および両側面部分には側面
用防振パッド3Dが挿入される。
As shown in FIGS. 5 to 7, the vibration isolation box 2 is divided into a first storage section 2A, a second storage section 2B, and a side storage section 2C by a partition protrusion 12. The bottom anti-vibration pad 3A is placed in the second storage part 2B, and the bottom anti-vibration pad 3B is placed in the second storage part 2B.
However, a side vibration isolating pad 3C is inserted into the side storage portion 2C, and a side vibration isolating pad 3D is inserted into the end surface and both side surfaces of the sleeper 1 in the first storage portion 2A.

これら防振パッドは、ネオプレンゴム、スポンジなどか
らなり、底部用防振パッド3Aは、第8図ないし第10
図に示すように、その上下両面に多数の凹部13が設け
られており、さらに“、必要に応じて中央部に貫通孔1
4が設けられる。
These anti-vibration pads are made of neoprene rubber, sponge, etc. The anti-vibration pad 3A for the bottom is shown in Figs.
As shown in the figure, a large number of recesses 13 are provided on both the upper and lower surfaces, and if necessary, a through hole 13 is provided in the center.
4 is provided.

側面用防振パッド3Dは、第11図ないし第13図に示
すように、枕木1の端面に当接される端面パッド15と
、この端面パッド15の両端部に可撓性接続部16を介
して一体的に接続されて枕木1の側面に当接し得る側面
パッド17からなるO 端面パッド16の内面には、多数の凹部18が形成され
、端面パッド15.可撓性接続部1dおよび側面パッド
17の外面には、樹脂の薄板からなる帯状の補強板19
が焼付けまたは接着剤によシ固着されている。
As shown in FIGS. 11 to 13, the side vibration isolating pad 3D includes an end pad 15 that comes into contact with the end surface of the sleeper 1, and a flexible connecting portion 16 connected to both ends of the end pad 15. A large number of recesses 18 are formed on the inner surface of the end pad 16, and the end pad 15. A band-shaped reinforcing plate 19 made of a thin resin plate is provided on the outer surface of the flexible connecting portion 1d and the side pad 17.
is fixed by baking or adhesive.

なお、第1図表いし第4図に示すように、枕木1の逸脱
を防止するために、Uバンド20が設けられる。Uバン
ド20と枕木1との間にはゴムバッキング21が挿入さ
れ、脚部が外枠4にボルト・ナツト22により取付けら
れる。
Incidentally, as shown in FIG. 1 to FIG. 4, a U-band 20 is provided to prevent the sleeper 1 from slipping off. A rubber backing 21 is inserted between the U-band 20 and the sleeper 1, and the legs are attached to the outer frame 4 with bolts and nuts 22.

また、これに限らず、第18図に示すように、一対の接
続部23を使用してもよい。この場合、接続片23の先
端を枕、木1の側面にボルト24で取付ける。
Furthermore, the present invention is not limited to this, and as shown in FIG. 18, a pair of connecting portions 23 may be used. In this case, the tip of the connecting piece 23 is attached to the side of the pillow or tree 1 with a bolt 24.

このような構成において、防振枕木1が収納された外枠
2を道床砂利の中に設置し、防振枕木1にレールを取付
ければ軌きょうが構成される。
In such a configuration, by installing the outer frame 2 in which the vibration-proof sleepers 1 are housed in the road bed gravel and attaching the rails to the vibration-proof sleepers 1, a rail is constructed.

(発明の効果) 前述のとおり、この発明によれば、防振箱を両端部に有
する防振枕木を外枠内に収納し硬化材料により一体化し
たため、弾性体である防振箱の損傷を防止でき、比較的
簡単な構成でかつ容易に有道床に使用できる。
(Effects of the Invention) As described above, according to the present invention, the vibration isolating sleepers having the vibration isolating boxes at both ends are housed within the outer frame and integrated with a hardened material, thereby preventing damage to the vibration isolating box, which is an elastic body. It has a relatively simple structure and can be easily used on trackbeds.

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

第1図、第2図、第3図は−この発明に係る防振枕木の
構造を示す平面図、縦断面図、側面図、第4図は第1図
のIL−IV線断面図、第5図は防振箱を示す平面図、
第6図、第7図は第5図の■−■線断面図、■−■線断
面図、第8図、第9図、第10図は底部用防振パッドの
底面を半分示しだ平面図、縦断面図、横断面図、第11
図、第12図、第13図は側面用防振パッドを示す正面
図、平面図、背面図、第14図、第15図はもう一つの
底部用防振パッドを示す平面図、側面図、第16図、第
17図、は側部防振パッドを示す平面図、側面図、第1
8図は他の接続金具の例を示す横断面図である0 1・・枕木、2・・防振箱、 2A・・第一収納部、2B・・第二収納部、2C・・側
部収納部、3・・防振パッド、3A・・底部用防振パッ
ド、 3B・・底部用防振パッド、 3C・・側部防振パッド、 3D・・側面用防振パッド、 4・・外枠、5・・硬化する材料、 6・・縦方向リブ、7・・横方向リブ、8・・支持ブラ
ケット、9・・補強リブ、10・・短枕木、11・・第
三軌条、 12・・仕切突条、13・・凹部、 14・・貫通孔、15・・端面パッド、16・・可撓性
接続部、17・・側面パッド、18・・凹部、19・・
補強板、 20・・Uバンド、21・・ゴムバッキング、22・・
ボルト・ナツト、23・・接続片、24・・ボルト。 特開昭6l−21202(4) ♀    ω
1, 2, and 3 are a plan view, a vertical sectional view, and a side view showing the structure of the vibration-proof sleeper according to the present invention, and FIG. 4 is a sectional view taken along the line IL-IV in FIG. Figure 5 is a plan view showing the vibration isolation box.
Figures 6 and 7 are cross-sectional views along the ■-■ line in Figure 5, and cross-sectional views along the ■-■ line in Figure 5. Figures 8, 9, and 10 are planes showing half of the bottom of the bottom anti-vibration pad. Figure, vertical sectional view, horizontal sectional view, 11th
12 and 13 are a front view, a top view, and a rear view showing a side vibration isolating pad, and FIGS. 14 and 15 are a plan view and a side view showing another bottom vibration isolating pad, Figures 16 and 17 are a plan view, a side view, and a side view of the side anti-vibration pad.
Figure 8 is a cross-sectional view showing examples of other connection fittings. Storage compartment, 3... Anti-vibration pad, 3A... Anti-vibration pad for bottom, 3B... Anti-vibration pad for bottom, 3C... Anti-vibration pad for side, 3D... Anti-vibration pad for side, 4... Outside Frame, 5. Hardening material, 6. Vertical rib, 7. Lateral rib, 8. Support bracket, 9. Reinforcement rib, 10. Short sleeper, 11. Third rail, 12.・Partition protrusion, 13.. Recessed portion, 14.. Through hole, 15.. End surface pad, 16.. Flexible connection portion, 17.. Side pad, 18.. Recessed portion, 19..
Reinforcement plate, 20...U band, 21...Rubber backing, 22...
Bolt/nut, 23...connection piece, 24...bolt. JP-A-6L-21202 (4) ♀ ω

Claims (3)

【特許請求の範囲】[Claims] (1)上部が開口した防振箱を枕木の両端部に取付け、
枕木底面、端面、両側面と防振箱との間に防振パッドを
挿入する方式の防振枕木を有道床に使用する防振軌道で
あつて、上部が開口しその内部に前記防振枕木を余裕を
もつて収納し得る大きさでかつ充分剛性を有する外枠内
に前記防振枕木を収納し、この外枠と前記防振箱との間
に、注入後硬化する材料を充填し、このような外枠を道
床砂利の中に設置するとともに外枠内の防振枕木にレー
ルを取付けて構成されていることを特徴とする防振軌道
(1) Attach vibration isolation boxes with open tops to both ends of the sleepers,
A vibration-proof track using vibration-proof sleepers on the track bed in which vibration-proof pads are inserted between the bottom, end, and both sides of the sleepers and a vibration-proof box, the top of which is open and the vibration-proof sleepers are placed inside. The vibration isolating sleeper is housed in an outer frame having sufficient rigidity and a size that can comfortably accommodate the vibration isolating sleeper, and a material that hardens after injection is filled between the outer frame and the vibration isolating box, A vibration-proof track characterized in that such an outer frame is installed in the trackbed gravel, and rails are attached to vibration-proof sleepers inside the outer frame.
(2)上部が開口した防振箱を枕木の両端部に取付け、
枕木底面、端面、両側面と防振箱との間に防振パッドを
挿入する方式の防振枕木を有道床に使用する防振軌道で
あつて、上部が開口しその内部に前記防振枕木を余裕を
もつて収納し得る大きさでかつ充分剛性を有する外枠内
に前記防振枕木を収納し、この外枠と前記防振箱との間
に、注入後硬化する材料を充填し、このような外枠を道
床砂利の中に設置するとともに外枠内の防振枕木にレー
ルを取付けて構成され、前記外枠の底面には、レール直
角方向の張り出し抵抗およびレールのふく進抵抗を増大
すべくリブが垂設されていることを特徴とする防振軌道
(2) Attach vibration isolation boxes with open tops to both ends of the sleepers,
A vibration-proof track using vibration-proof sleepers on the track bed in which vibration-proof pads are inserted between the bottom, end, and both sides of the sleepers and a vibration-proof box, the top of which is open and the vibration-proof sleepers are placed inside. The vibration isolating sleeper is housed in an outer frame having sufficient rigidity and a size that can comfortably accommodate the vibration isolating sleeper, and a material that hardens after injection is filled between the outer frame and the vibration isolating box, This type of outer frame is installed in the roadbed gravel, and the rails are attached to vibration-proof sleepers inside the outer frame.The bottom surface of the outer frame is designed to resist overhanging resistance in the direction perpendicular to the rail and resistance to the movement of the rail. A vibration-proof track characterized by vertical ribs to increase vibration.
(3)上部が開口した防振箱を枕木の両端部に取付け、
枕木底面、端面、両側面と防振箱との間に防振パッドを
挿入する方式の防振枕木を有道床に使用する防振軌道で
あつて、上部が開口しその内部に前記防振枕木を余裕を
もつて収納し得る大きさでかつ充分剛性を有する外枠内
に前記防振枕木を収納し、この外枠と前記防振箱との間
に、注入後硬化する材料を充填し、このような外枠を道
床砂利の中に設置するとともに外枠内の防振枕木にレー
ルを取付けて構成され、前記外枠の一方の端部に、第三
軌条用の支持ブラケットが取付けられていることを特徴
とする防振軌道。
(3) Attach vibration isolation boxes with open tops to both ends of the sleepers.
A vibration-proof track using vibration-proof sleepers on the track bed in which vibration-proof pads are inserted between the bottom, end, and both sides of the sleepers and a vibration-proof box, the top of which is open and the vibration-proof sleepers are placed inside. The vibration isolating sleeper is housed in an outer frame having sufficient rigidity and a size that can comfortably accommodate the vibration isolating sleeper, and a material that hardens after injection is filled between the outer frame and the vibration isolating box, This type of outer frame is installed in the roadbed gravel, and the rails are attached to anti-vibration sleepers inside the outer frame, and a support bracket for the third rail is attached to one end of the outer frame. Anti-vibration track characterized by
JP14389484A 1984-07-11 1984-07-11 Vibration dampening track Granted JPS6121202A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14389484A JPS6121202A (en) 1984-07-11 1984-07-11 Vibration dampening track

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14389484A JPS6121202A (en) 1984-07-11 1984-07-11 Vibration dampening track

Publications (2)

Publication Number Publication Date
JPS6121202A true JPS6121202A (en) 1986-01-29
JPH041801B2 JPH041801B2 (en) 1992-01-14

Family

ID=15349517

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14389484A Granted JPS6121202A (en) 1984-07-11 1984-07-11 Vibration dampening track

Country Status (1)

Country Link
JP (1) JPS6121202A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007113305A (en) * 2005-10-21 2007-05-10 East Japan Railway Co Cable laying fitting for sleeper, and cable laying sleeper

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007113305A (en) * 2005-10-21 2007-05-10 East Japan Railway Co Cable laying fitting for sleeper, and cable laying sleeper

Also Published As

Publication number Publication date
JPH041801B2 (en) 1992-01-14

Similar Documents

Publication Publication Date Title
US3576293A (en) Direct fixation rail fastener apparatus
US3289941A (en) Railway track without ballast
US4416419A (en) Railway bed
KR101547236B1 (en) Method for manufacturing a resilient rail support block assembly
JP5220752B2 (en) Elastic support block assembly for rail
KR20150125307A (en) floating railway track of vibration-proofing using precast panel
KR0144516B1 (en) Floating slab made of precasting plate
JP6097554B2 (en) Pillow
JPS6121202A (en) Vibration dampening track
JP3954734B2 (en) Rail support elastic bonding type track and method of constructing rail support elastic bonding type track
JP3438608B2 (en) Track rail support structure for floating railway
JP2001172901A (en) Anti-vibration device for sleeper
JP3662041B2 (en) Anti-vibration elastic member for concrete sleeper and method for manufacturing concrete sleeper
JPH0617561B2 (en) Floating slab orbit
JP3552030B2 (en) Sleeper elastic track device
JP3877570B2 (en) Sleeper structure and sleeper construction method
JPH0978502A (en) Elastic bearing device for crosstie
JP3636624B2 (en) Ladder-type sleeper anti-vibration rubber mounting structure and construction method
JPS583845Y2 (en) Road joint expansion device
JP2859188B2 (en) Sleeper elastic bearing
KR200348009Y1 (en) Fastening device for reducing vibration for rail
JP3016716B2 (en) Track damping pad and method of manufacturing the same
JPH044001Y2 (en)
JP3086202B2 (en) Elastic railway track with gravel retaining members
KR200356936Y1 (en) Phalanx conclusion structure of special track base plate