JPH08144204A - Vibrationproof elastic member for concrete sleeper and manufacture thereof - Google Patents

Vibrationproof elastic member for concrete sleeper and manufacture thereof

Info

Publication number
JPH08144204A
JPH08144204A JP6309597A JP30959794A JPH08144204A JP H08144204 A JPH08144204 A JP H08144204A JP 6309597 A JP6309597 A JP 6309597A JP 30959794 A JP30959794 A JP 30959794A JP H08144204 A JPH08144204 A JP H08144204A
Authority
JP
Japan
Prior art keywords
concrete
sleeper
vibration
elastic body
elastic member
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
JP6309597A
Other languages
Japanese (ja)
Other versions
JP3662041B2 (en
Inventor
Isamu Kitahara
勇 北原
Shoichi Kobayashi
正一 小林
Toyoji Goto
豊次 後藤
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
NIPPON ERASUTAA KK
NIPPON TETSUDO KENSETSU KODAN
Oriental Construction Co
Original Assignee
NIPPON ERASUTAA KK
NIPPON TETSUDO KENSETSU KODAN
Oriental Construction Co
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 NIPPON ERASUTAA KK, NIPPON TETSUDO KENSETSU KODAN, Oriental Construction Co filed Critical NIPPON ERASUTAA KK
Priority to JP30959794A priority Critical patent/JP3662041B2/en
Publication of JPH08144204A publication Critical patent/JPH08144204A/en
Application granted granted Critical
Publication of JP3662041B2 publication Critical patent/JP3662041B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Abstract

PURPOSE: To prevent the damage of resiliency by easily mounting a vibrationproof elastic body on a concrete sleeper while hindering the intrusion of concrete into an uneven space section for giving the elastic body resiliency. CONSTITUTION: In a vibrationproof elastic member, a plurality of pressure- receiving sections 2b consisting of an elastic body are protruded onto the bottom section of a bottom-section elastic body having a shape covering base of at least lateral end section of a concete sleeper 1 and a lower outer circumferential surface, and foamed plates 2d are installed to sections except a plurality of the pressure-receiving sections 2b on the bottom section of the bottom-section elastic body without clearances. The concrete sleeper is manufactured in such a manner that the forms 4 of the concrete sleeper 1 are arranged so that the underside of the sleeper is placed as a top face or a side face, the vibrationproof elastic members are mounted at both end sections of a top face or a side face in the forms 4, ready-mixed concrete is placed in the forms 4, and the concrete sleeper with the vibrationproof elastic members is obtained by extracting concrete from the forms 4 after concrete is cured.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、鉄道レールの下側に配
置されるコンクリート枕木に関するものであり、特にそ
の下面に防振、防音のために装着される防振弾性部材
と、その防振弾性部材付きのコンクリート枕木の製造方
法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete sleeper arranged on the lower side of a railroad rail, and more particularly to a vibration-proof elastic member mounted on its lower surface for vibration and sound insulation, and a vibration-proof elastic member. The present invention relates to a method for manufacturing a concrete sleeper with an elastic member.

【0002】[0002]

【従来の技術】鉄道では、レールの下の枕木が沈下する
のを防止したり、防振、防音のため、枕木の下の砕石を
無くし、枕木の底面や枕木の側面を弾性体で覆い弾性体
の底面と外周部をコンクリートなどで固める方法がとら
れているケースが多くなっている。特に加圧力を最も多
く受ける下面の弾性体が重要であるが、従来はコンクリ
ート枕木の完成後に溝付き弾性体を枕木の下面に接着し
て、防振防音効果が得られる様にしている。このような
弾性体付きのコンクリート枕木を砕石を要さない軌道に
敷設する場合には、溝付き弾性体の溝部内にコンクリー
トが流れ込んでバネ性が硬化しないように、弾性体の溝
端部を目地貼りシートなどで完全にシールして、コンク
リート枕木の底部にコンクリートを打設する必要があっ
た。
2. Description of the Related Art In railways, to prevent the sleepers under the rails from sinking, and to prevent vibration and noise, eliminate crushed stones under the sleepers and cover the bottoms and sides of the sleepers with an elastic body. In many cases, the bottom surface and the outer peripheral part of the product are hardened with concrete or the like. In particular, the elastic body on the lower surface that receives the most pressing force is important, but conventionally, after the concrete sleeper is completed, the grooved elastic body is bonded to the lower surface of the sleeper so as to obtain a vibration and soundproof effect. When laying such a concrete sleeper with elastic body on a track that does not require crushed stone, the groove end of the elastic body is jointed so that concrete does not flow into the groove portion of the elastic body with groove and the spring property does not harden. It was necessary to completely seal it with a sticking sheet, etc., and then cast concrete on the bottom of the concrete sleepers.

【0003】[0003]

【発明が解決しようとする課題】従来技術のように砕石
を要さない地域で使用する弾性体付きのコンクリート枕
木は、枕木型枠にコンクリートを打設してそれが硬化し
た後、コンクリート枕木の底面に溝付き弾性体を貼りつ
ける方法がとられている。硬化した枕木に溝付き弾性体
を貼り付ける場合、集積された枕木を底面が上面となる
ように移動反転して並べ変える必要があるため、多くの
工数を要するとともに広い作業場所が必要である。また
弾性体の溝部内にコンクリートが流れ込まないようにす
るために、溝部に目地貼りシートを貼る手間も必要であ
った。また、コンクリート枕木の底面に弾性体を接着さ
せるためには、コンクリート枕木の接着面のレイタンス
を除去する必要がある。さらに、気温、湿度などの変化
により弾性体とコンクリート枕木との接着力にバラツキ
が多いため、経済的にも品質的にも問題が多い。そこで
本発明は、コンクリート枕木に弾性体を容易に取付けら
れるようにするとともに、弾性体にバネ性を持たせるた
めの凹凸空間部にコンクリートが入り込まない様にして
バネ性が損なわれないようにすることを目的とする。
A concrete sleeper with an elastic body, which is used in an area where crushed stone is not required as in the prior art, is a concrete sleeper after concrete is cast into the sleeper formwork and hardened. A method of attaching a grooved elastic body to the bottom surface is adopted. When the elastic body with the groove is attached to the hardened sleeper, it is necessary to move and reverse the stacked sleepers so that the bottom surface is the top surface, and therefore, a lot of man-hours are required and a wide work space is required. Further, in order to prevent concrete from flowing into the groove of the elastic body, it is necessary to attach a joint sheet to the groove. Further, in order to bond the elastic body to the bottom surface of the concrete sleeper, it is necessary to remove the latance of the bonding surface of the concrete sleeper. Further, there are many variations in the adhesive force between the elastic body and the concrete sleepers due to changes in temperature, humidity, etc., and therefore there are many economical and quality problems. Therefore, the present invention makes it possible to easily attach an elastic body to a concrete sleeper, and to prevent concrete from entering into the uneven space portion for giving the elastic body a spring property so that the spring property is not impaired. The purpose is to

【0004】[0004]

【課題を解決するための手段】本発明は、コンクリート
枕木に設ける防振用の弾性部材とコンクリート枕木の製
造方法において、上記目的を達成したものである。防振
弾性部材は、コンクリート枕木の少なくとも横端部の底
面と下部外周面とを覆う形状の底部弾性体の底部上に、
弾性体からなる複数個の受圧部が突設され、底部弾性体
の底部上における前記複数個の受圧部を除いた部分に発
泡板が隙間なく設けられていることを特徴とする。前記
の防振弾性部材において、複数の受圧部は外周の側部よ
り高さの低い柱状体に底部弾性体と同一材料で一体に形
成され、受圧部の上面から金属または樹脂製の突起が突
出されてその基部が受圧部に埋設されている。なお、受
圧部の上部が生コンクリートの穴に嵌合されるので、突
起はなくても防振弾性部材をコンクリート枕木に結合さ
せることができる。コンクリート枕木の製造方法は、上
記の防振弾性部材を使用するものであり、コンクリート
枕木の型枠を枕木の下面が、上又は側面となるように配
置し、その型枠内の上面か側面の両端部に上記の防振弾
性部材を装着し、次に生コンクリートを型枠内に打設
し、コンクリートの硬化後に型枠から出すことにより防
振弾性部材付きのコンクリート枕木を得られるようにす
ることを特徴とする。
The present invention achieves the above object in a vibration-proof elastic member provided on a concrete sleeper and a method of manufacturing the concrete sleeper. The vibration-proof elastic member is on the bottom of the bottom elastic body having a shape that covers at least the bottom surface of the lateral end of the concrete sleeper and the lower outer peripheral surface.
A plurality of pressure receiving portions made of an elastic body are provided in a protruding manner, and a foam plate is provided on the bottom portion of the bottom elastic body excluding the plurality of pressure receiving portions without a gap. In the above-mentioned vibration-proof elastic member, the plurality of pressure receiving portions are integrally formed of a columnar body having a height lower than that of the side portions of the outer periphery with the same material as the bottom elastic body, and metal or resin protrusions are projected from the upper surface of the pressure receiving portion. The base portion is embedded in the pressure receiving portion. Since the upper portion of the pressure receiving portion is fitted into the hole of the ready-mixed concrete, the vibration-proof elastic member can be joined to the concrete sleeper without the protrusion. The method of manufacturing concrete sleepers is to use the above-mentioned vibration-proof elastic members, and the formwork of the concrete sleepers is arranged so that the underside of the sleepers is on or above, and the top or side surface of the formwork is The above-mentioned anti-vibration elastic member is attached to both ends, then ready-mixed concrete is placed in the formwork, and after hardening of concrete, it is taken out from the formwork so that a concrete sleeper with anti-vibration elastic member can be obtained. It is characterized by

【0005】[0005]

【作用】本発明の防振弾性部材は、コンクリート枕木の
横端部の底部と下部外周面とを覆う底部弾性体の底部
に、受圧部が一体に形成され、その受圧部に設けた突起
がコンクリート枕木のコンクリート内に埋設されるの
で、コンクリート打設により防振弾性部材をコンクリー
ト枕木に結合することができる。枕木の型枠にコンクリ
ートを打設する時や、枕木をコンクリート軌道床に敷設
する際には、底部弾性体の底部上の複数の受圧部を除い
た部分が発泡板で覆われているので、受圧部の側面周囲
にコンクリートが流れ込むことはなく、受圧部のバネ性
が良好に保たれる。このため、コンクリート枕木が受け
た荷重や振動が、受圧部および底部弾性体の底部に緩衝
されて軌道のコンクリート床などに伝達される。コンク
リート枕木の製造方法は、枕木のコンクリート型枠内に
防振弾性部材を装着してから、型枠内に生コンクリート
を打設すれば、防振弾性部材の突起を介してコンクリー
ト枕木と防振弾性部材が結合され、しかも発泡板により
受圧部の外周面周囲にコンクリートが流れ込むのを防止
でき、少ない工数で容易に製造することができる。
In the vibration-proof elastic member of the present invention, the pressure receiving portion is formed integrally with the bottom portion of the bottom elastic body that covers the bottom portion of the lateral end portion of the concrete sleeper and the lower outer peripheral surface, and the projection provided on the pressure receiving portion is formed. Since the concrete sleepers are embedded in the concrete, the vibration-proof elastic members can be joined to the concrete sleepers by placing the concrete. When pouring concrete on the formwork of the sleeper or when laying the sleeper on the concrete track floor, the part of the bottom elastic body excluding the plurality of pressure receiving parts is covered with the foam plate, Concrete does not flow into the periphery of the side surface of the pressure receiving portion, and the spring property of the pressure receiving portion is kept good. Therefore, the load and vibration received by the concrete sleeper are buffered by the pressure receiving portion and the bottom portion of the bottom elastic body and transmitted to the concrete floor of the track or the like. The method of manufacturing concrete sleepers is to install the vibration-proof elastic members in the concrete formwork of the sleepers, and then place the fresh concrete in the formwork, and the concrete sleepers and the vibration-proofing will be inserted through the protrusions of the vibration-proof elastic members. The elastic member is coupled, and moreover, it is possible to prevent concrete from flowing around the outer peripheral surface of the pressure receiving portion by the foam plate, and it is possible to easily manufacture with a small number of steps.

【0006】[0006]

【実施例】本発明のコンクリート枕木用の防振弾性部材
の実施例を図1〜5により説明する。上面にレール載置
部1aを有するコンクリート枕木1は、その両横の底面
部に防振弾性部材2を取付けることにより、防振、防音
効果を得られるようにしている。防振弾性部材2は、コ
ンクリート枕木1の横端部の底面を覆う部分と下部外周
面を覆う側部とからなる底部弾性体2aの底部上に、そ
の底部と同一材料の弾性体からなる複数個の受圧部2b
が適宜間隔で突設されるとともに、各受圧部2bの上面
に突起2cが設けられ、底部弾性体2aの底部上におけ
る前記複数個の受圧部2bを除いた部分に隙間なく発泡
板2dが設けられている。なお本実施例では、防振弾性
部材はコンクリート枕木の両横の端部に設けるため2つ
に分割されているが、その両側部分を同一材料の弾性板
で連結させた状態に形成してもよい。
EXAMPLE An example of a vibration-proof elastic member for concrete sleepers according to the present invention will be described with reference to FIGS. The concrete sleeper 1 having the rail mounting portion 1a on the upper surface is provided with the vibration-proof elastic members 2 on the bottom portions on both sides thereof so that the vibration-proof and sound-proof effects can be obtained. The vibration-proof elastic member 2 is provided on the bottom portion of the bottom elastic body 2a including a portion that covers the bottom surface of the lateral end portion of the concrete sleeper 1 and a side portion that covers the lower outer peripheral surface, and a plurality of elastic bodies made of the same material as the bottom portion. Individual pressure receiving part 2b
Are provided at appropriate intervals, and projections 2c are provided on the upper surface of each pressure receiving portion 2b, and a foam plate 2d is provided on the bottom portion of the bottom elastic body 2a excluding the plurality of pressure receiving portions 2b without gaps. Has been. In this embodiment, the anti-vibration elastic member is divided into two because it is provided at both lateral end portions of the concrete sleeper, but it is also possible to form the anti-vibration elastic member in a state in which both side portions are connected by elastic plates made of the same material. Good.

【0007】底部弾性体2aは、天然ゴム、合成ゴム、
再生ゴム、ウレタンゴムなどで製作され、底部弾性体2
と一体に形成される複数の受圧部2bは高さが約数cm
と底部弾性体の外周の側部より低い円柱あるいは角柱の
柱状体に形成されている。また受圧部2bの上面の突起
2cは、ボルト状に金属又は樹脂で形成され、底部弾性
部材2と受圧部2bの成形時に、突起2cの基部大径部
が受圧部2b内に埋設されて固定されている。突起2c
をボルト状に形成したのは、コンクリートとの結合強度
を高めるためであり、ボルト状にすることなく、突起2
cを凹凸を有する形状に形成してもよい。なお突起2c
を設けなくても、受圧部2bがコンクリートの穴に嵌合
されるので、防振弾性部材2とコンクリート枕木1とを
結合することができる。発泡板2dは、発泡性樹脂によ
り複数の受圧部2bを貫通させる通孔2eを有する板状
にされるとともに受圧部2bとほぼ同一厚さに形成さ
れ、発泡板2dを底部弾性体2aの底部の上に配置する
ことにより、発泡板2dの各通孔2e内に各受圧部2b
が入り、各受圧部2bの側面の周囲が埋められるように
なっている。なお、発泡板2dは、コンクリート枕木の
作成のためのコンクリート打設時や枕木をコンクリート
軌道床に敷設する際に、生コンクリートが受圧部2bの
側面の周囲に流れ込まないようにするためのものであ
り、コンクリート枕木に作用する荷重は受圧部2bと底
部弾性体2aの底部とで受けられ、荷重と振動を緩衝し
て軌道床に伝達するようになっている。防振弾性部材付
きのコンクリート枕木を軌道に敷設した状態は、図5に
示す様になり、防振弾性部材2の部分が軌道のコンクリ
ート床3に埋設され、コンクリート枕木1の底の中央部
はコンクリート床3の溝3aに位置するため、防振弾性
部材2で覆われなくても防振性に問題はない。
The bottom elastic body 2a is made of natural rubber, synthetic rubber,
Made of recycled rubber, urethane rubber, etc., bottom elastic body 2
The height of the plurality of pressure receiving portions 2b formed integrally with is about several cm.
And the bottom elastic body is formed into a columnar body of a columnar shape or a prismatic shape which is lower than the outer peripheral side portion. Further, the protrusion 2c on the upper surface of the pressure receiving portion 2b is formed of metal or resin in a bolt shape, and when the bottom elastic member 2 and the pressure receiving portion 2b are molded, the large diameter portion of the base of the protrusion 2c is embedded and fixed in the pressure receiving portion 2b. Has been done. Protrusion 2c
The purpose of forming the bolts in the shape of bolts is to increase the bonding strength with concrete, and to form the protrusions 2 without forming bolts.
You may form c in the shape which has unevenness. The protrusion 2c
Even if the pressure-receiving portion 2b is not provided, the vibration-proof elastic member 2 and the concrete sleeper 1 can be coupled to each other because the pressure-receiving portion 2b is fitted into the concrete hole. The foam plate 2d is formed into a plate shape having a through hole 2e through which a plurality of pressure receiving portions 2b are made of foaming resin and is formed to have substantially the same thickness as the pressure receiving portion 2b. The foam plate 2d is formed on the bottom of the bottom elastic body 2a. By arranging the pressure receiving parts 2b on the foam plate 2d in the through holes 2e of the foam plate 2d,
, And the periphery of the side surface of each pressure receiving portion 2b is filled. The foam plate 2d is for preventing fresh concrete from flowing around the side surface of the pressure receiving portion 2b when placing concrete for making concrete sleepers or when laying sleepers on the concrete track floor. The load acting on the concrete sleeper is received by the pressure receiving portion 2b and the bottom portion of the bottom elastic body 2a, and the load and vibration are buffered and transmitted to the track floor. A concrete sleeper with a vibration-proof elastic member is laid on the track as shown in FIG. 5. The vibration-proof elastic member 2 is embedded in the concrete floor 3 of the track, and Since it is located in the groove 3a of the concrete floor 3, there is no problem in vibration proof even if it is not covered with the vibration proof elastic member 2.

【0008】次にコンクリート枕木の製造方法の実施例
を説明する。防振弾性部材付きのコンクリート枕木を製
造するときは、図6に示すように上面が開口し枕木の形
状を有する型枠4を使用する。なお、型枠4では上面が
枕木の下面となるように形成されており、この型枠4内
の上面近くの両端部に前記の防振弾性部材2を装着す
る。この場合、防振弾性部材2の受圧部2b及び突起2
cが下となるように配置する。そして型枠4の上面の中
央部の開口から生コンクリートを打設する。この場合、
防振弾性部材2に複数の受圧部2bが設けられている
が、その側面の周囲が発泡板2dで埋められているの
で、生コンクリートが受圧部2bの側面の周囲に流れ込
むことはない。型枠4内のコンクリートが硬化した後
に、型枠4から取り出せば、防振弾性部材が取付けられ
たコンクリート枕木が完成する。なお型枠4内のコンク
リートが硬化により、防振弾性部材2の突起2cがコン
クリート枕木と結合されている。なお、前記では、型枠
4を枕木の底面が上となるように配置してコンクリート
打設したが、型枠は、コンクリート枕木の底面が側面と
なるように配置して、コンクリートを型枠内に打設する
ようにしてもよい。この場合は、防振弾性部材2を型枠
の側面開口部に装着し、その側面を側板で閉じられるよ
うにする。
Next, an example of a method for manufacturing a concrete sleeper will be described. When manufacturing a concrete sleeper with a vibration-proof elastic member, as shown in FIG. 6, a mold 4 having an open top and a sleeper shape is used. The formwork 4 is formed so that its upper surface is the underside of the sleepers, and the vibration-damping elastic members 2 are attached to both ends of the formwork 4 near the upper surface. In this case, the pressure receiving portion 2b and the protrusion 2 of the vibration-proof elastic member 2
Arrange so that c is at the bottom. Then, concrete is poured from the opening in the center of the upper surface of the formwork 4. in this case,
The vibration-proof elastic member 2 is provided with a plurality of pressure-receiving portions 2b, but since the periphery of the side surface thereof is filled with the foam plate 2d, fresh concrete does not flow into the periphery of the side surface of the pressure-receiving portion 2b. After the concrete in the form 4 is hardened, if it is taken out from the form 4, a concrete sleeper to which a vibration-proof elastic member is attached is completed. Note that the concrete in the mold 4 is hardened, so that the projections 2c of the vibration-proof elastic member 2 are joined to the concrete sleepers. In the above description, the formwork 4 was placed with concrete so that the bottom surface of the sleeper was on the top, but the formwork was arranged so that the bottom surface of the concrete sleeper was on the side surface, and the concrete was placed inside the formwork. It may be installed in the. In this case, the vibration-proof elastic member 2 is attached to the side surface opening of the mold so that the side surface can be closed by the side plate.

【0009】[0009]

【発明の効果】本発明の防振弾性部材によれば、底部弾
性体に設けた受圧部の側面の周囲が発泡板で覆われるの
で、コンクリート枕木作成時に、生コンクリートを型枠
内に打設した時や、枕木をコンクリート軌道床に敷設す
る際に、受圧部の周囲にコンクリートが流れ込むことは
なく、ばね性が良好に保たれる。また型枠内に打設され
たコンクリートが硬化した後は、受圧部に設けた突起が
コンクリート内に埋設されるので、防振弾性部材がコン
クリート枕木に結合される。このため、防振弾性部材付
きのコンクリート枕木を製造する場合、型枠内に防振弾
性部材を装着して、型枠内にコンクリートを打設するだ
けでよく、防振弾性部材の結合の手間を必要とせず、容
易に製造することができる。
According to the anti-vibration elastic member of the present invention, since the periphery of the side surface of the pressure receiving portion provided on the bottom elastic body is covered with the foam plate, when concrete sleepers are made, ready-mixed concrete is poured into the formwork. In this case, when the sleepers are laid on the concrete track floor, concrete does not flow into the surroundings of the pressure receiving portion, and the spring property is kept good. Further, after the concrete cast in the mold is hardened, the protrusions provided on the pressure receiving portion are embedded in the concrete, so that the vibration-proof elastic member is coupled to the concrete sleeper. Therefore, when manufacturing a concrete sleeper with a vibration-proof elastic member, it suffices to mount the vibration-proof elastic member in the formwork and place concrete in the formwork. Can be easily manufactured without the need for.

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

【図1】本発明の防振弾性部材を取付けたコンクリート
枕木の正面図である。
FIG. 1 is a front view of a concrete sleeper to which a vibration-proof elastic member of the present invention is attached.

【図2】発泡板を外した状態の防振弾性部材の斜視図で
ある。
FIG. 2 is a perspective view of the vibration-proof elastic member with a foam plate removed.

【図3】発泡板の斜視図である。FIG. 3 is a perspective view of a foam plate.

【図4】発泡板を取付けた状態の防振弾性部材の斜視図
である。
FIG. 4 is a perspective view of the vibration-proof elastic member with a foam plate attached.

【図5】防振弾性部材を取付けたコンクリート枕木を軌
道に配置した状態の説明図である。
FIG. 5 is an explanatory diagram showing a state where concrete sleepers with vibration-proof elastic members are arranged on the track.

【図6】防振弾性部材付きコンクリート枕木の製造方法
を示す説明図である。
FIG. 6 is an explanatory view showing a method of manufacturing a concrete sleeper with a vibration-proof elastic member.

【符号の説明】[Explanation of symbols]

1 コンクリート枕木 2 防振弾性部材 2a 底部弾性体 2b 受圧部 2c 突起 2d 発泡板 2e 通孔 3 コンクリート床 3a コンクリート床の溝 4 型枠 1 Concrete sleeper 2 Vibration-proof elastic member 2a Bottom elastic body 2b Pressure receiving part 2c Protrusion 2d Foam plate 2e Through hole 3 Concrete floor 3a Concrete floor groove 4 Formwork

───────────────────────────────────────────────────── フロントページの続き (72)発明者 小林 正一 千葉県船橋市前原東5丁目46番2号 (72)発明者 後藤 豊次 神奈川県横浜市上大岡西1丁目10番9号 ─────────────────────────────────────────────────── ─── Continued Front Page (72) Inventor Shoichi Kobayashi 5-6-2 Maebaru East, Funabashi City, Chiba Prefecture (72) Inventor Toyoji Goto 1-10-9 Kamiookanishi, Yokohama City, Kanagawa Prefecture

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 コンクリート枕木の両横の下面部を覆う
ように設ける防振用の弾性部材であって、枕木の少なく
とも横端部の底面と下部外周面とを覆う形状の底部弾性
体の底部上に、弾性体からなる複数個の受圧部が突設さ
れ、底部弾性体の底部上における前記複数個の受圧部を
除いた部分に発泡板が隙間なく設けられていることを特
徴とするコンクリート枕木用の防振弾性部材。
1. A vibration isolating elastic member provided so as to cover lower side portions of both sides of a concrete sleeper, and a bottom portion of a bottom elastic body having a shape that covers at least a bottom surface of a lateral end portion and a lower outer peripheral surface of the sleeper. A concrete characterized in that a plurality of pressure-receiving portions made of an elastic body are provided on the top, and a foam plate is provided on the bottom portion of the bottom elastic body excluding the plurality of pressure-receiving portions without a gap. Anti-vibration elastic material for sleepers.
【請求項2】 複数の受圧部は外周の側部より高さの低
い柱状体に底部弾性体と同一材料で一体に形成され、更
に受圧部の上面から突出する金属または樹脂製の突起を
有してその基部が受圧部に埋設されている請求項1のコ
ンクリート枕木用の防振弾性部材。
2. The plurality of pressure receiving portions are integrally formed of a columnar body having a height lower than that of a side portion of the outer periphery with the same material as the bottom elastic body, and further have a metal or resin protrusion protruding from the upper surface of the pressure receiving portion. The vibration-proof elastic member for concrete sleepers according to claim 1, wherein the base portion is embedded in the pressure receiving portion.
【請求項3】 コンクリート枕木の型枠を枕木の下面
が、上又は側面となるように配置し、その型枠内の上面
か側面の両端部に請求項1又は2に記載の防振弾性部材
を装着し、次に生コンクリートを型枠内に打設し、コン
クリートの硬化後に型枠から出すことにより防振弾性部
材付きのコンクリート枕木を得られるようにすることを
特徴とするコンクリート枕木の製造方法。
3. The vibration-proof elastic member according to claim 1 or 2, wherein the concrete sleeper formwork is arranged so that the underside of the sleeper is the upper side or the side face, and both ends of the upper face or the side face in the formwork. A concrete sleeper, characterized in that a concrete sleeper with a vibration-proof elastic member is obtained by placing the concrete concrete into the formwork and then, after hardening the concrete, removing it from the formwork. Method.
JP30959794A 1994-11-18 1994-11-18 Anti-vibration elastic member for concrete sleeper and method for manufacturing concrete sleeper Expired - Fee Related JP3662041B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30959794A JP3662041B2 (en) 1994-11-18 1994-11-18 Anti-vibration elastic member for concrete sleeper and method for manufacturing concrete sleeper

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30959794A JP3662041B2 (en) 1994-11-18 1994-11-18 Anti-vibration elastic member for concrete sleeper and method for manufacturing concrete sleeper

Publications (2)

Publication Number Publication Date
JPH08144204A true JPH08144204A (en) 1996-06-04
JP3662041B2 JP3662041B2 (en) 2005-06-22

Family

ID=17994950

Family Applications (1)

Application Number Title Priority Date Filing Date
JP30959794A Expired - Fee Related JP3662041B2 (en) 1994-11-18 1994-11-18 Anti-vibration elastic member for concrete sleeper and method for manufacturing concrete sleeper

Country Status (1)

Country Link
JP (1) JP3662041B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100639502B1 (en) * 2006-03-13 2006-10-27 벽산엔지니어링주식회사 Shock absorbing structure of a slab railroad track
ES2337644A1 (en) * 2007-07-23 2010-04-27 Iberofon Plasticos, S.L. Sole for conviction travies for railways (Machine-translation by Google Translate, not legally binding)
JP2014125736A (en) * 2012-12-25 2014-07-07 Sekisui Chem Co Ltd Crosstie
CN114575198A (en) * 2022-03-01 2022-06-03 惠州市亚龙轨枕器材有限公司 Shock-absorbing and compression-resisting sleeper mechanism

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57146801A (en) * 1981-03-04 1982-09-10 Japan National Railway Elastic coated cross tie
JPH0492001A (en) * 1990-08-06 1992-03-25 Nippon Tetsudo Kensetsu Kodan Rubber pad for sleeper and manufacture of sleeper with rubber pad
JPH0522601U (en) * 1991-07-05 1993-03-23 鉄道軌材工業株式会社 Anti-vibration rubber mounting structure for sleepers

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57146801A (en) * 1981-03-04 1982-09-10 Japan National Railway Elastic coated cross tie
JPH0492001A (en) * 1990-08-06 1992-03-25 Nippon Tetsudo Kensetsu Kodan Rubber pad for sleeper and manufacture of sleeper with rubber pad
JPH0522601U (en) * 1991-07-05 1993-03-23 鉄道軌材工業株式会社 Anti-vibration rubber mounting structure for sleepers

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100639502B1 (en) * 2006-03-13 2006-10-27 벽산엔지니어링주식회사 Shock absorbing structure of a slab railroad track
ES2337644A1 (en) * 2007-07-23 2010-04-27 Iberofon Plasticos, S.L. Sole for conviction travies for railways (Machine-translation by Google Translate, not legally binding)
JP2014125736A (en) * 2012-12-25 2014-07-07 Sekisui Chem Co Ltd Crosstie
CN114575198A (en) * 2022-03-01 2022-06-03 惠州市亚龙轨枕器材有限公司 Shock-absorbing and compression-resisting sleeper mechanism

Also Published As

Publication number Publication date
JP3662041B2 (en) 2005-06-22

Similar Documents

Publication Publication Date Title
TWI427208B (en) A rail track tie
US8893982B2 (en) Method for manufacturing a resilient rail support block assembly
JP5220752B2 (en) Elastic support block assembly for rail
JPH08144204A (en) Vibrationproof elastic member for concrete sleeper and manufacture thereof
JP2975407B2 (en) Manufacturing method of sleepers with rubber pads
JP3096278B2 (en) Rubber pad for sleepers
JP3645292B2 (en) Concrete sleeper with plate-like elastic body and manufacturing method thereof
JPH06158679A (en) Vibration proofing mat
JP2908295B2 (en) Elastic bearing for sleepers
JP3016716B2 (en) Track damping pad and method of manufacturing the same
JP2939153B2 (en) Track damping pad and method of manufacturing the same
JPH0754469A (en) Production of floor slab
JP2586246Y2 (en) Sleeper protective elastic cover
JP3058373B2 (en) Method of manufacturing track slab having sound absorbing layer
JP3333051B2 (en) Vibration isolation method for underground diaphragm wall
JP2002129501A (en) Elastic body-covered concrete sleeper
JP3078238B2 (en) Elastic bearing for box sleeper and its construction method
JP5461296B2 (en) Slab mat and concrete slab structure including the same
JPS6022121B2 (en) Construction method of anti-vibration track
JP3888527B2 (en) Construction method of anti-vibration double floor
JPS61195807A (en) Manufacture of cover for u-shaped groove
JPH0567587B2 (en)
JPH0694641B2 (en) Railroad crossing structure
JPS6121202A (en) Vibration dampening track
JPH01158102A (en) Method of executing elastic pavement material

Legal Events

Date Code Title Description
A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20040601

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20040615

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A821

Effective date: 20040709

RD02 Notification of acceptance of power of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7422

Effective date: 20040709

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A821

Effective date: 20040709

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20040816

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20050301

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20050322

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

S533 Written request for registration of change of name

Free format text: JAPANESE INTERMEDIATE CODE: R313533

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080401

Year of fee payment: 3

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090401

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100401

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100401

Year of fee payment: 5

S111 Request for change of ownership or part of ownership

Free format text: JAPANESE INTERMEDIATE CODE: R313117

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100401

Year of fee payment: 5

R360 Written notification for declining of transfer of rights

Free format text: JAPANESE INTERMEDIATE CODE: R360

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100401

Year of fee payment: 5

R360 Written notification for declining of transfer of rights

Free format text: JAPANESE INTERMEDIATE CODE: R360

R371 Transfer withdrawn

Free format text: JAPANESE INTERMEDIATE CODE: R371

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110401

Year of fee payment: 6

S111 Request for change of ownership or part of ownership

Free format text: JAPANESE INTERMEDIATE CODE: R313117

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110401

Year of fee payment: 6

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120401

Year of fee payment: 7

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130401

Year of fee payment: 8

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130401

Year of fee payment: 8

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20140401

Year of fee payment: 9

LAPS Cancellation because of no payment of annual fees