JP2006328649A - Rail fixing structure for street car - Google Patents

Rail fixing structure for street car Download PDF

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Publication number
JP2006328649A
JP2006328649A JP2005149488A JP2005149488A JP2006328649A JP 2006328649 A JP2006328649 A JP 2006328649A JP 2005149488 A JP2005149488 A JP 2005149488A JP 2005149488 A JP2005149488 A JP 2005149488A JP 2006328649 A JP2006328649 A JP 2006328649A
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Japan
Prior art keywords
rail
fixing structure
resin material
bottom face
asphalt
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Pending
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JP2005149488A
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Japanese (ja)
Inventor
Kazutaka Nagase
一考 永瀬
Tokiji Masuda
外来士 増田
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Nippon Road Co Ltd
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Nippon Road Co Ltd
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Priority to JP2005149488A priority Critical patent/JP2006328649A/en
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a rail fixing structure for a street car capable of securely fixing and supporting rails, excellent in vibration and noise properties, and enabling the easy repair operation. <P>SOLUTION: The rail fixing structure comprises rail fasteners 7 fixedly supporting, at predetermined intervals, the rail bottom face 1a of a rail 1 laid down on a rail foundation bed 3 and a resin material 5 filled between the rail foundation bed 3 and the bottom face 1a of the rail and pressing the bottom face 1a of the rail continuously along the longitudinal direction. The bottom face is fixedly supported by the rail fixing fasteners and the resin material. Both sides of the rail body part 1b of the rail 1 are fixedly supported with a highly sealable asphalt material 9. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は交差点や横断歩道等の領域に適する路面電車用のレール固定構造に関する。   The present invention relates to a rail fixing structure for a tram suitable for areas such as intersections and crosswalks.

一般に、路面電車用のレール固定構造の概要は、例えば、コンクリートでできた固定式軌道のトラフ内にレールを配置し、そのレールの両側を楔によって位置決めされる空間充填剤によって押える一方、残りの空間スペースを注入モルタルを充填し固定支持するようになっている。
特表2004−538401号公報
In general, an outline of a rail fixing structure for a tramway is, for example, that a rail is placed in a trough of a fixed track made of concrete, and both sides of the rail are pressed by a space filler positioned by a wedge, while the rest The space is filled with injection mortar and fixedly supported.
Special table 2004-538401 gazette

公知例にみられるレール固定構造をみると、一般の路盤条件とは異なる特殊なコンクリートでできた固定式軌道のトラフ内にレールを配置する手段となっている点に加えて、その外に楔を用いて位置決めする空間充填剤を用いる等、上面が平らな通常のレール基盤上にレールを敷設するタイプには利用できない。   Looking at the rail fixing structure seen in the known example, in addition to the fact that it is a means to place the rail in the trough of a fixed track made of special concrete different from general roadbed conditions, there is also a wedge outside it It cannot be used for a type in which the rail is laid on a normal rail base having a flat upper surface, such as using a space filler that is positioned by using the.

また、空間充填剤を位置決めするのに楔を用いる等、施工が面倒となり作業性の面でも望ましくない。また、レールはトラフ内に埋設された状態で固定支持されるようになるため、補修作業にあたってレールを露出させるのが大変面倒となる。   In addition, the use of a wedge for positioning the space filler is cumbersome and is not desirable in terms of workability. Further, since the rail is fixedly supported while being embedded in the trough, it is very troublesome to expose the rail in repair work.

そこで、本発明にあっては、確実な固定支持と振動、騒音の面で優れると共に、しかも、補修作業時にレールを容易に露出させることができる路面電車用のレール固定構造を提供することを目的としている。   Accordingly, an object of the present invention is to provide a rail fixing structure for a tram that is excellent in terms of reliable fixing support, vibration, and noise, and can easily expose the rail during repair work. It is said.

前記目的を達成するために、本発明にあっては、レール基盤とレールのレール底面との間に充填され前記レール底面を長手方向に沿って連続して押える樹脂系材料と、前記レール底面を長手方向に沿って所定の間隔で取付けるレール締結具とによって前記レール基盤上にレール底面を固定支持する一方、レールのレール腹部両側を、水密性の高いアスファルト系材料で固め固定支持することを特徴とする。   In order to achieve the above object, in the present invention, a resin material filled between the rail base and the rail bottom surface of the rail and continuously pressing the rail bottom surface along the longitudinal direction, and the rail bottom surface are provided. The rail bottom surface is fixedly supported on the rail base by rail fasteners that are attached at predetermined intervals along the longitudinal direction, and the both sides of the rail abdomen of the rail are fixed and supported with a highly water-tight asphalt material. And

本発明のレール固定構造によれば、レールのレール底面を、所定の間隔で取付けるレール締結具と、レール底面を長手方向に沿って連続して押える樹脂系材料とによって確実にレール基盤上に固定支持することができる。また、樹脂系材料は上からの振動を吸収する振動吸収手段として働き、走行時の振動、騒音を小さく抑えることができる。   According to the rail fixing structure of the present invention, the rail bottom surface of the rail is securely fixed on the rail base by the rail fastener that attaches the rail bottom surface at a predetermined interval and the resin-based material that continuously presses the rail bottom surface along the longitudinal direction. Can be supported. Further, the resin material functions as a vibration absorbing means that absorbs vibrations from above, and vibration and noise during traveling can be suppressed to a low level.

加えて、レール腹部の両側を水密性の高いアスファルト系材料によって固め固定支持することができるため、レール全体の固定支持を強固なものにできる。しかも、雨水等の透過を防ぐ防水効果が得られるため、レール及びレール締結具等を腐食等から守り、耐久性の向上が図れるようになる。   In addition, since both sides of the rail abdomen can be fixed and supported by an asphalt material having high water tightness, the entire rail can be fixed and supported firmly. And since the waterproof effect which prevents permeation | transmission of rain water etc. is acquired, a rail, a rail fastener, etc. can be protected from corrosion etc., and durability can be aimed at now.

一方、補修作業を行なうにはアスファルト系材料を取り除くことでレール全体が露出するため、作業を迅速に行なえる。   On the other hand, in order to perform the repair work, the entire rail is exposed by removing the asphalt material, so that the work can be performed quickly.

本発明にあっては、樹脂系材料を合成樹脂材と少なくとも骨材の組合せによって充填時の流し込みがよくなるよう所定の流動性状を確保する一方、アスファルト系材料を少なくともアスファルト、骨材、石粉の組合せによって、確実な水密性と硬化が得られるようにする。   In the present invention, a predetermined fluidity is ensured so as to improve the pouring at the time of filling with a combination of a synthetic resin material and at least an aggregate of a resin material, while an asphalt material is a combination of at least asphalt, aggregate and stone powder. To ensure reliable water tightness and cure.

以下、図1乃至図3の図面を参照しながら本発明の実施形態について具体的に説明する。   Hereinafter, embodiments of the present invention will be specifically described with reference to FIGS. 1 to 3.

図1は本発明にかかるレール固定構造のレール締結具領域から外れた部分の概要断面図、図2はレール締結具部分の概要断面図をそれぞれ示している。   FIG. 1 is a schematic cross-sectional view of a portion of the rail fixing structure according to the present invention that is out of the rail fastener region, and FIG. 2 is a schematic cross-sectional view of the rail fastener portion.

レール1は、レール底面1aとレール腹部1bとレール頭部1cとからなり、交差点や横断歩道領域の直線部分において、レール1のレール底面1aとレール基盤3との間には樹脂系材料5が充填されている。レール底面1aはレール締結具7によって長手方向に沿って所定の間隔で固定支持される一方、レール腹部1bの両側はアスファルト系材料9で固められている。   The rail 1 includes a rail bottom surface 1a, a rail abdomen 1b, and a rail head portion 1c, and a resin material 5 is provided between the rail bottom surface 1a of the rail 1 and the rail base 3 at a straight portion of an intersection or a pedestrian crossing region. Filled. The rail bottom surface 1a is fixed and supported at a predetermined interval along the longitudinal direction by a rail fastener 7, while both sides of the rail abdomen 1b are hardened with an asphalt material 9.

レール締結具7は、図2に示すようにレール基盤3まで螺合される締結ボルト11とその締結ボルト11の螺合時にレール底面1aを上から押えつけて固定するレール押え板13とで構成されている。   As shown in FIG. 2, the rail fastener 7 includes a fastening bolt 11 screwed to the rail base 3 and a rail pressing plate 13 that presses and fixes the rail bottom surface 1 a from above when the fastening bolt 11 is screwed. Has been.

一方、樹脂系材料5は、メタクリル樹脂に骨材を組合せたもので、レール底面1aの両側から所定長さ延長された施工幅となっている。樹脂系材料5に組合せる骨材は、その骨材の配合割合を調整することで、充填時の最適な流動性の性状が確保されるようになっている。また、硬化後は、可撓性と周囲を押え込む性状を備え、硬化時間は、外気温に対応して変化するところから施工条件に応じて硬化促進剤で調整することが望ましい。   On the other hand, the resin material 5 is a combination of methacrylic resin and an aggregate, and has a construction width that is extended by a predetermined length from both sides of the rail bottom surface 1a. The aggregate to be combined with the resin-based material 5 is adapted to ensure the optimum fluidity at the time of filling by adjusting the blending ratio of the aggregate. Moreover, after hardening, it has flexibility and the property to hold down the surroundings, and it is desirable to adjust the hardening time with a hardening accelerator according to the construction conditions since it changes corresponding to the outside air temperature.

アスファルト系材料9は、少なくともアスファルト、骨材、石粉の組合せかららなり、雨水等が下方へ透過するのを防ぐ水密性の高い性状が確保されている。   The asphalt material 9 is composed of a combination of at least asphalt, aggregate, and stone powder, and has a high watertight property that prevents rainwater and the like from permeating downward.

アスファルト系材料9の施工幅は前記樹脂系材料5の施工幅とほぼ同一となっている。施工の高さは、図1に示すように一方のレール頭部1cの頭部側面が露出する位置まで、他方はレール頭部1cの頭部側面が隠れる位置までなっている。この場合、アスファルト系材料9で施工した表面は滑り易い所から、その上から滑りにくい材料で表面を覆うよう施工することが望ましい。   The construction width of the asphalt material 9 is substantially the same as the construction width of the resin material 5. As shown in FIG. 1, the height of the construction is such that the head side surface of one rail head portion 1c is exposed and the other is the position where the head side surface of the rail head portion 1c is hidden. In this case, since the surface constructed with the asphalt material 9 is slippery, it is desirable to construct the surface so as to cover the surface with a non-slip material.

なお、前記実施形態は交差点や横断歩道領域の直線部分について説明したが、図3に示すように曲線部分の交差点や横断歩道領域にあっては、メインのレール1の横に脱線防止用のサブのレール1−1を並列に配置し、それらメインのレール1とサブのレール1−1とを連結ブラケット15を介してボルト17により一体に締結される構造となる。この場合、他の構成要素となるアスファルト系材料9及び樹脂系材料5は図1と同様となる。   In the above embodiment, the straight portion of the intersection and the pedestrian crossing area has been described. However, in the intersection of the curved portion and the pedestrian crossing area as shown in FIG. The rails 1-1 are arranged in parallel, and the main rail 1 and the sub rail 1-1 are integrally fastened by the bolts 17 via the connection bracket 15. In this case, the asphalt material 9 and the resin material 5 which are other components are the same as those in FIG.

このように構成されたレール固定構造によれば、レール1のレール底面1aは、レール締結具7と長手方向に沿って連続して押えることができる樹脂系材料5とによってレール基盤3上に確実に固定支持することができる。また、樹脂系材料5は上からの振動を吸収する振動吸収手段として働き、走行時の振動、騒音を小さく抑える。   According to the rail fixing structure configured as described above, the rail bottom surface 1a of the rail 1 is securely placed on the rail base 3 by the rail fastener 7 and the resin material 5 that can be continuously pressed along the longitudinal direction. Can be fixedly supported. Further, the resin material 5 functions as a vibration absorbing means that absorbs vibrations from above, and suppresses vibration and noise during traveling.

加えて、レール腹部1bの両側は、水密性の高いアスファルト系材料9によって固定支持されるため、レール全体の固定支持が強固なものとなる。しかも、雨水等の透過を防ぐ防水効果によってレール1及びレール締結具7を腐食から守り、耐久性の面で大変好ましいものとなる。   In addition, since both sides of the rail abdomen 1b are fixedly supported by the asphalt material 9 having high watertightness, the fixed support of the entire rail becomes strong. Moreover, the waterproof effect that prevents the permeation of rainwater and the like protects the rail 1 and the rail fastener 7 from corrosion, which is very preferable in terms of durability.

一方、補修作業を行なう時にはアスファルト系材料9を取り除くことでレール1全体が露出し、作業を迅速に行えるようになる。   On the other hand, when repair work is performed, the entire rail 1 is exposed by removing the asphalt material 9 so that the work can be performed quickly.

なお、本発明は新規施工だけではなく既設の補修用のレール固定構造として利用することも可能である。   The present invention can be used not only as a new construction but also as an existing rail fixing structure for repair.

例えば、レールが敷設された既設の横断歩道において、凹凸やガタ付きが発生した際には、その領域のレールを覆うアスファルト等を取除いてレール全体を露出させ、レール締結具を弛めた状態でレールを持ち上げ、水平を出した後、そのレール底面とレール基盤との間に樹脂系材料5を充填すればよい。この場合、樹脂系材料5は充填材としての働きとレール底面を長手方向に沿って連続して押える働きが得られる。また、レール腹部の両側はアスファルト系材料9で固めればよく、レールを取外すことなく補修作業が迅速に行なえると共に確実なレールの固定状態が得られるようになる。   For example, when unevenness or rattling occurs on an existing pedestrian crossing with rails laid, the asphalt covering the rails in that area is removed to expose the entire rails, and the rail fasteners are loosened After lifting the rail and leveling it, the resin material 5 may be filled between the rail bottom and the rail base. In this case, the resin-based material 5 can obtain a function as a filler and a function of continuously pressing the rail bottom along the longitudinal direction. Further, both sides of the rail abdomen may be hardened with asphalt material 9, so that repair work can be quickly performed without removing the rail, and a reliable rail fixing state can be obtained.

本発明にかかるレール固定構造のレール締結具領域から外れた部分の概要断面図。The outline sectional view of the portion which deviated from the rail fastener field of the rail fixing structure concerning the present invention. レール締結部分の概要断面図。The outline sectional view of a rail fastening part. 曲線の領域に実施した状態を示す図1と同様の概要断面図。FIG. 2 is a schematic cross-sectional view similar to FIG. 1 showing a state implemented in a curved region.

符号の説明Explanation of symbols

1 レール
1a レール底面
1b レール腹部
1c レール頭部
3 レール基盤
5 樹脂系材料
7 レール締結具
9 アスファルト系材料
DESCRIPTION OF SYMBOLS 1 Rail 1a Rail bottom 1b Rail abdomen 1c Rail head 3 Rail base 5 Resin material 7 Rail fastener 9 Asphalt material

Claims (2)

レール基盤とレールのレール底面との間に充填され前記レール底面を長手方向に沿って連続して押える樹脂系材料と、前記レール底面を長手方向に沿って所定の間隔で取付けるレール締結具とによって前記レール基盤上にレール底面を固定支持する一方、レールのレール腹部両側を、水密性の高いアスファルト系材料で固め固定支持することを特徴とする路面電車用のレール固定構造。   A resin material filled between the rail base and the rail bottom surface of the rail and continuously pressing the rail bottom surface along the longitudinal direction; and a rail fastener for attaching the rail bottom surface at a predetermined interval along the longitudinal direction. A rail fixing structure for a tram, wherein the rail bottom surface is fixedly supported on the rail base, and both sides of the rail abdomen are fixed and supported with asphalt material having high water tightness. 前記樹脂系材料は、合成樹脂材と少なくとも骨材の組合せかららなる一方、アスファルト系材料は、少なくともアスファルト、骨材、石粉の組合せからなることを特徴とする請求項1記載の路面電車用のレール固定構造。   The tram for a tramway according to claim 1, wherein the resin material is composed of a combination of a synthetic resin material and at least an aggregate, while the asphalt material is composed of a combination of at least asphalt, aggregate and stone powder. Rail fixing structure.
JP2005149488A 2005-05-23 2005-05-23 Rail fixing structure for street car Pending JP2006328649A (en)

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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6136404A (en) * 1984-07-27 1986-02-21 日本道路株式会社 Elastic paving material
DE10224286A1 (en) * 2002-05-31 2003-12-18 Strabag Ag Rail for rail vehicles, in particular, for streetcars is provided with an elastic bearing unit consisting of a permanently elastic hardenable damping layer introduced as a casting compound
JP2004538401A (en) * 2001-08-14 2004-12-24 マクス、ベグル、バウウンテルネームング、ゲゼルシャフト、ミット、ベシュレンクテル、ハフツング、ウント、コンパニー、コマンディトゲゼルシャフト Method of continuously supporting rails on fixed tracks, as well as adjusting devices and fixed tracks

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6136404A (en) * 1984-07-27 1986-02-21 日本道路株式会社 Elastic paving material
JP2004538401A (en) * 2001-08-14 2004-12-24 マクス、ベグル、バウウンテルネームング、ゲゼルシャフト、ミット、ベシュレンクテル、ハフツング、ウント、コンパニー、コマンディトゲゼルシャフト Method of continuously supporting rails on fixed tracks, as well as adjusting devices and fixed tracks
DE10224286A1 (en) * 2002-05-31 2003-12-18 Strabag Ag Rail for rail vehicles, in particular, for streetcars is provided with an elastic bearing unit consisting of a permanently elastic hardenable damping layer introduced as a casting compound

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