JPH06227294A - Overhead electric car cable mounting method under low head clearance facility structure - Google Patents

Overhead electric car cable mounting method under low head clearance facility structure

Info

Publication number
JPH06227294A
JPH06227294A JP4607391A JP4607391A JPH06227294A JP H06227294 A JPH06227294 A JP H06227294A JP 4607391 A JP4607391 A JP 4607391A JP 4607391 A JP4607391 A JP 4607391A JP H06227294 A JPH06227294 A JP H06227294A
Authority
JP
Japan
Prior art keywords
overhead
low head
facility structure
lines
trolley
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
JP4607391A
Other languages
Japanese (ja)
Other versions
JP2549021B2 (en
Inventor
Kenkichi Okamoto
建吉 岡本
Mitsuaki Tanioka
光顕 谷岡
Shunzo Tamaki
俊三 玉木
Shigenori Tanimori
茂紀 谷森
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.)
DENGIYOU KK
DENGYO KK
West Japan Railway Co
Original Assignee
DENGIYOU KK
DENGYO KK
West Japan Railway 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 DENGIYOU KK, DENGYO KK, West Japan Railway Co filed Critical DENGIYOU KK
Priority to JP3046073A priority Critical patent/JP2549021B2/en
Publication of JPH06227294A publication Critical patent/JPH06227294A/en
Application granted granted Critical
Publication of JP2549021B2 publication Critical patent/JP2549021B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Current-Collector Devices For Electrically Propelled Vehicles (AREA)

Abstract

PURPOSE:To stabilize a pantograph as a simple catenary overhead cable using a simple configuration and achieve speed-up of electric cars. CONSTITUTION:A catenary electric car cable of overhead single-line type is so structured that the overhead cables 6 on both sides of a low head clearance facility structure 1 are connected with two aux. trolley lines 9 through two-gang yokes 8. The main trolley line 4 is hung by a special hanging tool till near the structure 1 by the aux. trolley lines 9, and the main line and aux. lines are set over parallel under the structure. Because the three lines are set parallel under the structure, the pantograph is made stable, and it is also possible to feed electricity from aux. troley lines connected with the overhead cable, and electric cars can run at a high speed without deceleration even under any low head clearance facility structure.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は駅跨線橋等の低空頭施設
構造物下における電車線の吊架方に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of suspending an electric line under a low overhead facility structure such as a station overpass.

【0002】[0002]

【従来の技術】駅跨線橋等に低空頭施設構造物下での電
車線はトロリ線を吊架線にて吊垂する高さ領域がないた
め、低空頭施設構造物の手前に電車線を横切る方向に支
持物、たとえばトラスビームを配設し、この支持物に吊
架線を引留め、低空頭施設構造物下はトロリ線を吊架し
ている。
2. Description of the Related Art A train line under a low overhead facility structure, such as a station overpass, does not have a height area where a trolley wire is suspended by a suspension line. A support, for example, a truss beam is arranged on the above, a suspension wire is retained on this support, and a trolley wire is suspended under the low-vacancy facility structure.

【0003】[0003]

【発明が解決しようとする課題】従って従来の吊架方に
おいては設備構成が重複し、構造が複雑となるとともに
直張架線として電車の速度も制限され、高速走行は困難
となっている。またトロリ線単線ではパンタグラフが揺
動し、不安定となる欠点がある。
Therefore, in the conventional suspension method, the equipment structure is duplicated, the structure is complicated, and the speed of the electric train is limited as a direct tension overhead wire, so that high speed traveling is difficult. In addition, the trolley wire single wire has a drawback that the pantograph oscillates and becomes unstable.

【0004】本発明は簡易な構成によりシンプルカテナ
リ式架線として、パンタグラフを安定させ、かつ車両の
スピードアップを計れる吊架方とすることを目的とす
る。
It is an object of the present invention to provide a simple catenary overhead wire having a simple structure and a suspension method that stabilizes the pantograph and speeds up the vehicle.

【0005】[0005]

【課題を解決するための手段】本発明は上記目的を達成
するためになしたもので、低空頭施設構造物の両側の吊
架線をそれぞれ2連ヨークを介して2本の補助トロリ線
に接続し、この補助トロリ線にて低空頭施設構造物付近
まで特殊吊架具にて本線トロリ線を吊架せしめ、低空頭
施設構造物下にて本線及び補助両トロリ線を平行に張架
せしめたことを要旨とする。
The present invention has been made to achieve the above-mentioned object, and the suspension overhead wires on both sides of the low head facility structure are respectively connected to two auxiliary trolley wires via double yokes. Then, with this auxiliary trolley wire, the main line trolley wire was hung up to the vicinity of the low air head facility structure with a special suspension tool, and the main line and both auxiliary trolley wires were stretched in parallel under the low air head facility structure. That is the summary.

【0006】[0006]

【作用】低空頭施設構造物の両側において吊架線に2連
ヨークを介して2本の補助トロリ線を接続し、この補助
トロリ線を低空頭施設構造物下においてトロリ線の両側
にてそれぞれ平行し、かつ略等高位置で張架せしめる。
これにより低空頭施設構造物下では本線トロリ線と補助
トロリ線の3本が平行するため、パンタグラフも安定
し、かつ吊架線に接続された補助トロリ線からの給電も
可能となり、低空頭施設構造物下でも車両のスピードを
減速することなく高速で走行できるものとなる。
[Operation] Two auxiliary trolley wires are connected to the suspension overhead wire on both sides of the low air-head facility structure via two yokes, and these auxiliary trolley wires are parallel on both sides of the trolley wire under the low air-head facility structure. And hang it up at approximately the same height.
As a result, since the main trolley wire and the auxiliary trolley wire are parallel to each other under the low head structure structure, the pantograph is also stable, and power can be supplied from the auxiliary trolley wire connected to the suspension wire. Even under an object, the vehicle can run at high speed without slowing down.

【0007】[0007]

【実施例】以下本発明低空頭施設構造物下の電車線吊架
法を図示の実施例に基づいて説明する。図において1は
駅跨線橋等の低空頭施設構造物で、2,2はこの低空頭
施設構造物の前後位置(車両走行方向に対して)に低空
頭施設構造物と平行、すなわち線路を横切る方向に配設
したるラチスビーム等の支持物で、その両端を支柱3に
て所要高さに支持される。4は本線のトロリ線で、線路
に沿って低空頭施設構造物の下方をも通過するよう所定
高さにて張架されるとともに、このトロリ線4の上方位
置において、ハンガイヤー5を介して給電可能にトロリ
線4を吊架する吊架線6を配設される。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A method for suspending an electric line under a low-head facility structure of the present invention will be described below with reference to the illustrated embodiments. In the figure, 1 is a low overhead facility structure such as a station overpass, and 2 and 2 are parallel to the low overhead facility structure at the front-rear position (relative to the vehicle running direction) of this low overhead facility structure, that is, the direction crossing the track. A support such as a lattice beam, which is disposed at the both ends, is supported at a required height by columns 3 at both ends thereof. Reference numeral 4 is a main line trolley line, which is stretched along the line at a predetermined height so as to pass below the low-vacancy facility structure, and at the position above the trolley line 4, power is supplied via a hanger 5 A suspension overhead wire 6 for suspending the trolley wire 4 is provided as much as possible.

【0008】この吊架線6は低空頭施設構造物を挟むよ
うに配設された支持物2,2の位置で、吊架線6の捻回
力を吸収するスイベルまたは自在継手金具7を介して2
連ヨーク8に接続されるとともに両支持物2,2間に張
架される2本の補助トロリ線9,9の両端部を前記2連
ヨーク8,8に接続し、かつこの補助トロリ線を碍子1
0,10にて支持物2,2にて支持する。そしてこの補
助トロリ線9,9の張力を調整するため、補助トロリ線
9,9と2連ヨーク8間に必要に応じて垂力ターンバッ
クル11,11を介在せしめる。
The suspension overhead wire 6 is located at positions of the supports 2 and 2 which are arranged so as to sandwich the low overhead structure, and a swivel or a universal joint fitting 7 for absorbing the twisting force of the suspension overhead wire 6 is used to connect the suspension wires 6 to
Both ends of two auxiliary trolley wires 9, 9 connected to the connecting yoke 8 and stretched between both supports 2, 2 are connected to the two connecting yokes 8, 8 and the auxiliary trolley wire is connected. Insulator 1
It is supported by the supports 2 and 2 at 0 and 10. Then, in order to adjust the tension of the auxiliary trolley wires 9 and 9, if necessary, vertical force turnbuckles 11 and 11 are interposed between the auxiliary trolley wires 9 and 9 and the double yoke 8.

【0009】低空頭施設構造物の両側には本線のトロリ
線4を所定高さに支持するために碍子12,12を設
け、この碍子12,12にて2本の補助トロリ線9,9
をも同時に吊架させ、低空頭施設構造物下において、3
本のトロリ線9,4,9を平行にかつ本線トロリ線4を
他の補助トロリ線9,9より少し低い位置のほぼ等高に
張架せしめ、パンタグラフと主として本線トロリ線と、
そして少し傾いたとき、補助トロリ線とも接触するよう
になす。従って補助トロリ線9,9は低空頭施設構造物
下では低く、両端部では高位置になるよう張架されるも
ので、支持物2,2と低空頭施設構造物にいたるまでの
区間において、この2本の補助トロリ線9,9よりハン
ガイヤー13,13を介して吊架される。
Insulators 12, 12 are provided on both sides of the low head facility structure for supporting the main trolley wire 4 at a predetermined height, and two auxiliary trolley wires 9, 9 are provided by the insulators 12, 12.
Also suspended at the same time, under the structure of low head facility, 3
The trolley wires 9, 4, 9 are stretched in parallel with each other and the main trolley wire 4 is stretched at a substantially lower height than the other auxiliary trolley wires 9, 9 to form a pantograph and a main trolley wire.
Then, when it is slightly tilted, it comes into contact with the auxiliary trolley wire. Therefore, the auxiliary trolley wires 9 and 9 are stretched so that they are low under the low-air-capacity facility structure, and are stretched so as to be in high positions at both ends. In the section up to the supports 2 and 2 and the low-air-head facility structure, The two auxiliary trolley wires 9 and 9 are suspended via the hanger 13 and 13.

【0010】なお、平行に配設される2本の補助トロリ
線9,9間はその間隔を一定に保つように互いに連結す
る。これは支持物2の近傍で、補助トロリ線9,9と本
線のトロリ線4にかなりの高低差がある場合、図4,図
7に示すように補助トロリ線9,9にイヤー金具14を
固定し、この対設する両イヤー金具14,14間に所要
長のパイプ15を架設し、パイプ15の端と、イヤー金
具14間をアイ金具16にて固定し、両線9,9を鋼に
して連結せしめ、このパイプ15よりハンガイヤー13
を吊垂し、トロリ線4を吊垂支持せしめる。
The two auxiliary trolley wires 9, 9 arranged in parallel are connected to each other so as to keep the distance constant. When there is a considerable difference in height between the auxiliary trolley wires 9 and 9 and the main trolley wire 4 in the vicinity of the support 2, the ear fittings 14 are attached to the auxiliary trolley wires 9 and 9 as shown in FIGS. The pipe 15 having the required length is fixed between the two ear fittings 14 and 14 which are opposed to each other, and the end of the pipe 15 and the ear fitting 14 are fixed with an eye fitting 16 so that both wires 9 and 9 are made of steel. And connect them together. From this pipe 15, hanger 13
To suspend and support the trolley wire 4.

【0011】また低空頭施設構造物下においては図5、
図6に示すように本線トロリ線4,補助トロリ線9,9
に交サ金具21を固定し、この交サ金具21に滑車19
を支持し、この滑車19より交サ金具21にてトロリ線
4を挟持せしめる。この場合、補助トロリ線9,9とト
ロリ線4の高低差がないようにする。そして補助トロリ
線の傾斜に応じてパイプ22に支持される滑車19の長
さを図6に示すように変えて本線のトロリ線4の高さと
一定にして補助トロリ線9,9を吊垂支持せしめるもの
である。
Further, under the low-vacant-head facility structure, as shown in FIG.
As shown in FIG. 6, main trolley wire 4, auxiliary trolley wire 9, 9
Fix the support metal fittings 21 to the support metal fittings 21.
The trolley wire 4 is clamped from this pulley 19 by means of the cross metal fitting 21. In this case, there is no height difference between the auxiliary trolley wires 9 and 9 and the trolley wire 4. Then, depending on the inclination of the auxiliary trolley wire, the length of the pulley 19 supported by the pipe 22 is changed as shown in FIG. 6 so that the height of the main trolley wire 4 is constant and the auxiliary trolley wires 9 and 9 are suspended and supported. It is the one to be confused.

【0012】[0012]

【発明の効果】本発明低空頭施設構造物下の電車線吊架
法においては低空頭施設構造物下の電車線吊架構造をシ
ンプルカテナリ式の簡易な構成とすることができ、かつ
高速対応が可能となるとともに吊架線のよりを吸収し、
電車の走行を安定化せしめられる利点を有する。
EFFECTS OF THE INVENTION In the method for suspending a train line under a low overhead facility structure according to the present invention, the structure for suspending a train line under a low overhead facility structure can be made into a simple catenary-type simple structure, and high-speed correspondence is possible. It is possible to absorb the twist of the suspended overhead wire,
It has the advantage of stabilizing the running of the train.

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

【図1】本発明低空頭施設構造物下の電車線吊架法を示
す傾斜図である。
FIG. 1 is an inclined view showing a method of suspending an electric line under a low-head facility structure of the present invention.

【図2】同側面図である。FIG. 2 is a side view of the same.

【図3】同平面図である。FIG. 3 is a plan view of the same.

【図4】高低差のある位置における補助トロリ線より本
線のトロリ線を吊垂支持した吊架装置の正面図である。
FIG. 4 is a front view of a suspension device that suspends and supports a main trolley wire from an auxiliary trolley wire at a position having a height difference.

【図5】低空頭施設構造物下における吊架方法を示した
正面図である。
FIG. 5 is a front view showing a suspension method under a low-head facility structure.

【図6】同側面図である。FIG. 6 is a side view of the same.

【図7】中間位置における吊架装置の正面図である。FIG. 7 is a front view of the suspension device in an intermediate position.

【図8】自在継手金具の正面図である。FIG. 8 is a front view of a universal joint fitting.

【図9】同自在継手金具の平面図である。FIG. 9 is a plan view of the universal joint fitting.

【符号の説明】[Explanation of symbols]

1 低空頭施設構造物 2 支持物 4 本線のトロリ線 5 ハンガイヤー 6 吊架線 7 継手金具 8 2連ヨーク 9 補助トロリ線 13 ハンガイヤー 14 イヤー金具 15 パイプ 16 アイ金具 17 カバー 18 パイプ 19 滑車 21 交サ金具 22 パイプ 1 Low head facility structure 2 Supports 4 Main wire trolley wire 5 Hunger wire 6 Suspended wire 7 Joint fitting 8 Double yoke 9 Auxiliary trolley wire 13 Hunger ear 14 Ear fitting 15 Pipe 16 Eye fitting 17 Cover 18 Pipe 19 Pulley 21 Cross fitting 22 pipes

───────────────────────────────────────────────────── フロントページの続き (72)発明者 谷森 茂紀 大阪府東大阪市西堤学園町2−1−3 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Shigeki Tanimori 2-1-3 Nishitsutsumakuencho, Higashiosaka City, Osaka Prefecture

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 架空単線式カテナリ吊架式電車線におい
て、低空頭施設構造物の両側の吊架線をそれぞれ2連ヨ
ークを介して2本の補助トロリ線に接続し、この補助ト
ロリ線にて低空頭施設構造物付近まで特殊吊架具にて本
線トロリ線を吊架せしめ、低空頭施設構造物下にて本線
及び補助両トロリ線を平行に張架せしめたことを特徴と
する低空頭施設構造物下の電車線吊架法。
1. In an overhead single wire type catenary suspension type electric line, the suspension overhead lines on both sides of a low head facility structure are respectively connected to two auxiliary trolley wires via two yokes, and this auxiliary trolley wire is used. Low head facility The main line trolley wire is suspended by a special suspension tool near the structure, and the main line and both auxiliary trolley lines are stretched in parallel under the low head facility structure. A method of suspending a train line under a structure.
JP3046073A 1991-02-19 1991-02-19 A method of suspending a train line under a low overhead facility structure. Expired - Fee Related JP2549021B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3046073A JP2549021B2 (en) 1991-02-19 1991-02-19 A method of suspending a train line under a low overhead facility structure.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3046073A JP2549021B2 (en) 1991-02-19 1991-02-19 A method of suspending a train line under a low overhead facility structure.

Publications (2)

Publication Number Publication Date
JPH06227294A true JPH06227294A (en) 1994-08-16
JP2549021B2 JP2549021B2 (en) 1996-10-30

Family

ID=12736820

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3046073A Expired - Fee Related JP2549021B2 (en) 1991-02-19 1991-02-19 A method of suspending a train line under a low overhead facility structure.

Country Status (1)

Country Link
JP (1) JP2549021B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101804793A (en) * 2010-04-12 2010-08-18 黄贺明 Concrete contact network strut of railway electrification engineering and preparation method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101804793A (en) * 2010-04-12 2010-08-18 黄贺明 Concrete contact network strut of railway electrification engineering and preparation method thereof

Also Published As

Publication number Publication date
JP2549021B2 (en) 1996-10-30

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