JP3443006B2 - Emergency joint device for rails on articulated or combined tracks - Google Patents

Emergency joint device for rails on articulated or combined tracks

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Publication number
JP3443006B2
JP3443006B2 JP21042398A JP21042398A JP3443006B2 JP 3443006 B2 JP3443006 B2 JP 3443006B2 JP 21042398 A JP21042398 A JP 21042398A JP 21042398 A JP21042398 A JP 21042398A JP 3443006 B2 JP3443006 B2 JP 3443006B2
Authority
JP
Japan
Prior art keywords
rail
fixing member
seam
concrete block
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 - Fee Related
Application number
JP21042398A
Other languages
Japanese (ja)
Other versions
JP2000027103A (en
Inventor
武二 福田
啓介 切敷
Original Assignee
日本軌道工業株式会社
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 日本軌道工業株式会社 filed Critical 日本軌道工業株式会社
Priority to JP21042398A priority Critical patent/JP3443006B2/en
Publication of JP2000027103A publication Critical patent/JP2000027103A/en
Application granted granted Critical
Publication of JP3443006B2 publication Critical patent/JP3443006B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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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、レールが損傷した
場合にレール交換までの間、応急的に該損傷部分を保護
し、列車を徐行で通過させるための応急継目装置のう
ち、特に連接軌道又は併用軌道におけるレールの応急継
目装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an emergency seam device for protecting a damaged portion of a rail in case of damage to the rail and allowing the train to pass slowly, particularly a connecting track. Or, it relates to a rail emergency joint device in a combined track.

【0002】[0002]

【従来の技術】従来、レールが損傷した場合の応急継目
装置として、バラスト軌道及びスラブ軌道等の一般軌道
については既に実用化され、実施されているが踏切に巾
広のコンクリートブロックをすき間なく並べて設置する
連接軌道或は列車と自動車が併走するようになされた併
用軌道等においては、レールとコンクリートブロックと
の間隔が狭く、部品の取付けが困難であること、道路交
通及び列車走行に支障がないように迅速且つ安全に施工
しなければならないこと等の理由により開発が遅れてい
るのが現状である。
2. Description of the Related Art Conventionally, general railroad tracks such as ballast tracks and slab tracks have already been put into practical use as an emergency seam device when rails are damaged. In a connected track to be installed or a combined track in which a train and a car run in parallel, the distance between the rail and the concrete block is narrow, and it is difficult to install parts, and there is no hindrance to road traffic and train running. The current situation is that development is delayed due to reasons such as the need for quick and safe construction.

【0003】前記従来の問題を解決するものとして、図
4に示すように、レール1の損傷部分を両側から挾持す
る継目板2と、該継目板2の側面に形成された溝に嵌合
する嵌合凸部を有する受具3と、レール1が敷設される
コンクリートブロック4の凹溝側壁に接合して設置する
固定金具5と、該固定金具5に回転自在に螺合し、頭部
が受具3の側面に接離可能な間隔保持ボルト6とで構成
し、該間隔保持ボルト6を回転させて受具3を介して継
目板2をレール1の側面に圧接させるようにしたものが
提案されている。(特開平6−193002号公報参
照)
In order to solve the above-mentioned conventional problem, as shown in FIG. 4, a joint plate 2 for holding a damaged portion of a rail 1 from both sides and a groove formed on a side surface of the joint plate 2 are fitted. The receiving member 3 having a fitting convex portion, the fixing metal fitting 5 installed by being joined to the concave groove side wall of the concrete block 4 on which the rail 1 is laid, and the fixing metal fitting 5 rotatably screwed to the head A space holding bolt 6 that can be brought into contact with and separated from the side surface of the receiving tool 3, and the space holding bolt 6 is rotated so that the seam plate 2 is pressed against the side surface of the rail 1 via the receiving tool 3. Proposed. (See JP-A-6-193002)

【0004】[0004]

【発明が解決しようとする課題】然しながら、前記構造
のものは、部品点数も多く、取付けに際してもレール1
とコンクリートブロック4の凹溝との狭い隙間から間隔
保持ボルト6を回転させなければならないため、該作業
が困難であり、前記従来の問題を充分に解決したものと
は云えないものである。又、継目板2とレール1との間
に漏れ電流を防止するための絶縁板7を介在させなけれ
ばならないという問題がある。
However, in the structure described above, the number of parts is large and the rail 1 is also mounted.
Since the space-holding bolt 6 has to be rotated from a narrow gap between the concave groove of the concrete block 4 and the concrete groove 4, the work is difficult, and it cannot be said that the conventional problems have been sufficiently solved. There is also a problem that an insulating plate 7 for preventing a leakage current must be interposed between the joint plate 2 and the rail 1.

【0005】[0005]

【課題を解決するための手段】そこで本発明は、前記従
来の問題を完全に解決できる応急継目装置を提供するこ
とを目的とするものであって、レールの損傷部分を両側
から挾持する継目部材と、レールが敷設されるコンクリ
ートブロックの凹溝側壁に接合する固定部材と、前記継
目部材と固定部材との間に介装する間隔部材とで構成さ
れ、前記継目部材と固定部材はそれぞれ絶縁性を有する
硬質ゴムで形成されていることを特徴とする。
SUMMARY OF THE INVENTION It is an object of the present invention, therefore, to provide an emergency seam device which can completely solve the above-mentioned conventional problems, and a seam member for holding a damaged portion of a rail from both sides. And a fixing member joined to the side wall of the concave groove of the concrete block on which the rail is laid, and a spacing member interposed between the joint member and the fixing member, and the joint member and the fixing member each have an insulating property. It is characterized by being formed of hard rubber having.

【0006】[0006]

【発明の実施の形態】以下、本発明の一実施例を図面に
随って詳細に説明する。11はレール12の損傷部分を
両側から挾持する継目部材であって、その一側面111
は長手方向に沿ってレール12の首部側面121と同形
状に形成され、該首部側面121に嵌合密着するように
なされている。又、該継目部材11の他側面112は縦
方向に斜め段状に折曲されて形成されている。
BEST MODE FOR CARRYING OUT THE INVENTION An embodiment of the present invention will be described in detail below with reference to the drawings. Reference numeral 11 denotes a joint member that holds the damaged portion of the rail 12 from both sides, and one side surface 111
Is formed in the same shape as the neck side surface 121 of the rail 12 along the longitudinal direction, and is fitted and closely fitted to the neck side surface 121. Further, the other side surface 112 of the seam member 11 is formed by bending it in an oblique step shape in the vertical direction.

【0007】13はレール12が敷設されるコンクリー
トブロック14に形成された凹溝15の側壁151に接
合する固定部材であって、その接合面となる一側面13
1は前記側壁151と同形状に形成され、該側壁151
に嵌合密着するようになされている。又、該固定部材1
3の他側面132は、前記継目部材11の他側面112
と相似形になされ、該2つの面112と132を対向さ
せたとき、そこに形成される間隙16がL字を組合せた
ような形状を形成するように成されている。尚、実施例
では継目部材11と固定部材13との間に形成される間
隙16をL字を組合せたような形状としたが、勿論これ
に限定されるものではなく適宜の形状することができる
が、直線状にすると後述する間隔部材17が列車走行の
振動等により脱落する虞れがあるので好ましくない。
A fixing member 13 is joined to the side wall 151 of the groove 15 formed in the concrete block 14 on which the rail 12 is laid.
1 is formed in the same shape as the side wall 151.
It is designed to be fitted and closely attached to. Also, the fixing member 1
The other side surface 132 of the seam member 3 is the other side surface 112 of the joint member 11.
When the two surfaces 112 and 132 are opposed to each other, the gap 16 formed therein has a shape like a combination of L-shapes. In the embodiment, the gap 16 formed between the seam member 11 and the fixing member 13 has a shape like a combination of L-shapes. However, the shape is not limited to this and may be an appropriate shape. However, it is not preferable to make it straight because the spacing member 17, which will be described later, may fall off due to vibrations during train running.

【0008】17は前記間隙16に介装される鋼板材か
ら成る間隔部材であって、下部間隔部材171と上部間
隔部材172の2つに分割されて形成されている。これ
は挿入作業を容易にするために2つに分割したのである
が、一体で形成してもよいこと勿論である。尚、該間隔
部材17の先端を楔状に形成することは、より一層挿入
作業を容易にすることができるため推奨される。
Reference numeral 17 denotes a spacing member made of a steel plate material that is interposed in the gap 16, and is formed by being divided into two parts, a lower spacing member 171 and an upper spacing member 172. Although this is divided into two in order to facilitate the insertion work, it goes without saying that they may be formed integrally. It is recommended that the tip end of the spacing member 17 be formed in a wedge shape because the insertion work can be further facilitated.

【0009】18はコンクリートブロック14の凹溝1
5の下半部152が巾広になされたレール締結部におい
て、該部の凹溝15の側壁151と固定部材13との間
に介装される充填部材であって、絶縁性を有する硬質ゴ
ムで形成されている。
Reference numeral 18 denotes a concave groove 1 of the concrete block 14.
5 is a filling member that is interposed between the side wall 151 of the concave groove 15 and the fixing member 13 in the rail fastening portion in which the lower half portion 152 of the rail 5 is widened, and is a hard rubber having an insulating property. Is formed by.

【0010】[0010]

【実施例】次に、本発明の応急継目装置のレール12の
損傷部への取付け方法について説明する。先ず、レール
12の損傷部分に継目部材11を当接させ、次に固定部
材13をそれに対応する位置のコンクリートブロック1
4の凹溝15の側壁151に当接させる。然る後、その
側方から継目部材11と固定部材との間に形成された間
隙16に間隔部材17を挿入する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, a method for attaching the rail 12 of the emergency joint device of the present invention to a damaged portion will be described. First, the seam member 11 is brought into contact with the damaged portion of the rail 12, and then the fixing member 13 is placed at the corresponding position of the concrete block 1.
The side wall 151 of the concave groove 15 of No. 4 is brought into contact with the side wall 151. After that, the spacing member 17 is inserted into the gap 16 formed between the joint member 11 and the fixing member from the side.

【0011】前記実施例では、継目部材11を先に入れ
るようにしたが、固定部材13を先に入れるようにして
もよい。又、レール12の損傷部分がレール締結部にあ
る時は、該部分の締結ボルトを外した後、該部分に充填
部材を嵌込んだ後、固定部材13を設置する。該部分の
締結ボルトを外したとしても、レール12はその両側の
締結ボルトで固定されているため、何等支障はない。
又、該応急継目装置の取付けは、レールの内側が先でも
外側が先でもどちらでもよいこと勿論である。
In the above embodiment, the seam member 11 is inserted first, but the fixing member 13 may be inserted first. When the damaged portion of the rail 12 is located at the rail fastening portion, the fastening bolt of the portion is removed, the filling member is fitted into the portion, and then the fixing member 13 is installed. Even if the fastening bolts of this portion are removed, there is no problem because the rail 12 is fixed by the fastening bolts on both sides thereof.
Further, it is needless to say that the temporary seam device may be attached either inside the rail or outside the rail.

【0012】[0012]

【発明の効果】以上述べたように本発明によれば、レー
ルの損傷部分を両側から挾持する継目部材と、レールが
敷設されるコンクリートブロックの凹溝側壁に接合する
固定部材と、前記継目部材と固定部材との間に介装する
間隔部材とで構成し、前記継目部材と固定部材をそれぞ
れ絶縁性を有する硬質ゴムで形成したので、特別な電気
絶縁材を使用する必要がないので、部品点数も少なく構
造簡単であることから廉価に提供することができる。
As described above, according to the present invention, the seam member that holds the damaged portion of the rail from both sides, the fixing member that is joined to the side wall of the groove of the concrete block on which the rail is laid, and the seam member. And a fixing member, and a spacing member interposed between the fixing member and the fixing member, and since the joint member and the fixing member are each formed of hard rubber having an insulating property, it is not necessary to use a special electric insulating material. Since the number of points is small and the structure is simple, it can be provided at a low price.

【0013】又、取付けに際しては継目部材と固定部材
とをそれぞれレールの損傷部分及びコンクリートブロッ
クの溝の側壁に当接させ、継目部材と固定部材との間に
形成される間隙に間隔部材を挿入するだけでよいので、
取付けが簡単で迅速に行うことができるため、道路交通
及び列車走行にそれほど影響を与えることがない。
Further, at the time of mounting, the joint member and the fixing member are brought into contact with the damaged portion of the rail and the side wall of the groove of the concrete block, respectively, and the spacing member is inserted into the gap formed between the joint member and the fixing member. You just need to
It is easy and quick to install and does not significantly affect road traffic and train travel.

【0014】更に、本発明によれば、コンクリートブロ
ックの溝の下半部が巾広になされたレール締結部におい
て、該部の凹溝側壁と固定部材との間に絶縁性を有する
硬質ゴムで形成された充填部材を介装したので、該部分
のレールが損傷したとしても確実に応急継目を設置する
ことができる等実用上有益な発明である。
Further, according to the present invention, in the rail fastening portion where the lower half of the groove of the concrete block is widened, a hard rubber having an insulating property is provided between the side wall of the groove of the concrete block and the fixing member. Since the formed filling member is interposed, it is a practically useful invention that the emergency seam can be surely installed even if the rail of the portion is damaged.

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

【図1】本発明による応急継目装置を連接軌道に敷設さ
れたレールに取付けた状態を示す断面図
FIG. 1 is a sectional view showing a state in which an emergency joint device according to the present invention is attached to a rail laid on a connecting track.

【図2】同上のレール締結部分に取付けた状態を示す断
面図
FIG. 2 is a cross-sectional view showing a state in which the rail is fastened to a rail fastening portion.

【図3】同上の平面図FIG. 3 is a plan view of the same as above.

【図4】提案されている応急継目装置を連接軌道に敷設
されたレールに取付けた状態を示す断面図
FIG. 4 is a cross-sectional view showing a state in which the proposed first-aid seam device is attached to a rail laid on a connecting track.

【符号の説明】[Explanation of symbols]

11 継目部材 12 レール 13 固定部材 14 コンクリートブロック 15 凹溝 16 間隙 17 間隔部材 18 充填部材 11 Seam members 12 rails 13 Fixed member 14 concrete blocks 15 groove 16 gap 17 Spacing member 18 Filling member

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) E01B 11/18 E01B 21/04 E01C 9/04 E01C 9/06 ─────────────────────────────────────────────────── ─── Continuation of front page (58) Fields surveyed (Int.Cl. 7 , DB name) E01B 11/18 E01B 21/04 E01C 9/04 E01C 9/06

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】レールの損傷部分を両側から挾持する継目
部材と、レールが敷設されるコンクリートブロックの凹
溝側壁に接合する固定部材と、前記継目部材と固定部材
との間に介装する間隔部材とで構成され、前記継目部材
と固定部材はそれぞれ絶縁性を有する硬質ゴムで形成さ
れていることを特徴とする連接軌道又は併用軌道におけ
るレールの応急継目装置。
1. A joint member for holding a damaged portion of a rail from both sides, a fixing member joined to a side wall of a groove of a concrete block on which the rail is laid, and a gap interposed between the joint member and the fixing member. An emergency seam device for a rail on a connecting track or a combined track, wherein the seam member and the fixing member are made of hard rubber having an insulating property.
【請求項2】コンクリートブロックの溝の下半部が巾広
になされたレール締結部において、該部の凹溝側壁と固
定部材との間に絶縁性を有する硬質ゴムで形成された充
填部材を介装したことを特徴とする請求項1に記載の連
接軌道又は併用軌道におけるレールの応急継目装置。
2. A rail fastening portion, in which a lower half portion of a groove of a concrete block is widened, is provided with a filling member formed of hard rubber having an insulating property between a side wall of the concave groove of the concrete block and a fixing member. The first-aid seam device for rails in a jointed track or a combined track according to claim 1, wherein the rail is temporarily inserted.
JP21042398A 1998-07-09 1998-07-09 Emergency joint device for rails on articulated or combined tracks Expired - Fee Related JP3443006B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21042398A JP3443006B2 (en) 1998-07-09 1998-07-09 Emergency joint device for rails on articulated or combined tracks

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21042398A JP3443006B2 (en) 1998-07-09 1998-07-09 Emergency joint device for rails on articulated or combined tracks

Publications (2)

Publication Number Publication Date
JP2000027103A JP2000027103A (en) 2000-01-25
JP3443006B2 true JP3443006B2 (en) 2003-09-02

Family

ID=16589077

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21042398A Expired - Fee Related JP3443006B2 (en) 1998-07-09 1998-07-09 Emergency joint device for rails on articulated or combined tracks

Country Status (1)

Country Link
JP (1) JP3443006B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5346183B2 (en) * 2008-08-01 2013-11-20 日本軌道工業株式会社 Orbit structure
JP6046479B2 (en) * 2012-12-18 2016-12-14 鹿島建設株式会社 Articulated track block and construction method for connecting track block supporting girder

Also Published As

Publication number Publication date
JP2000027103A (en) 2000-01-25

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