JP3742080B2 - Central rotating girder of the sea suspension type orbit branching device - Google Patents

Central rotating girder of the sea suspension type orbit branching device Download PDF

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JP3742080B2
JP3742080B2 JP2003198265A JP2003198265A JP3742080B2 JP 3742080 B2 JP3742080 B2 JP 3742080B2 JP 2003198265 A JP2003198265 A JP 2003198265A JP 2003198265 A JP2003198265 A JP 2003198265A JP 3742080 B2 JP3742080 B2 JP 3742080B2
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girder
central rotating
swivel
driven
drive
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JP2005036442A (en
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芳夫 三和
俊彦 西尾
伸二 小原
高幸 松本
正元 首藤
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Nippon Sharyo Ltd
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Nippon Sharyo Ltd
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Description

【0001】
【発明の属する技術分野】
本発明は、シーサス型軌道分岐装置の中央回転桁に関し、詳しくは、磁気浮上式鉄道やモノレール等の新交通システムに使用されるシーサス型軌道分岐装置の交差中心に配置される中央回転桁に関し、特に磁気浮上式鉄道用として最適な中央回転桁の構造に関する。
【0002】
【従来の技術】
磁気浮上式鉄道やモノレール等の複線軌道に設けられるシーサス型軌道分岐装置は、四基の片開き分岐桁をそれぞれ対向するように各軌道に配置し、直線状態の各一対の分岐桁間に固定桁をそれぞれ配置するとともに、転轍動作時に対角位置にある各一対の分岐桁間を接続するための中央回転桁を交差中心に回動可能に配置した構造を有している(例えば、特許文献1参照)。
【0003】
通常の軌道間隔の複線区間に設けられているシーサス型軌道分岐装置の中央回転桁は、その長さが数m程度であるため、桁全体を回動可能な支持装置によって支持すればよかった。しかし、軌道間隔が広い位置等に設けられるシーサス型軌道分岐装置では、各片開き分岐桁における分岐桁の長さ、分岐角度、建築限界等から受ける制約により、中央回転桁が長大なものとなることが避けられなかった。このような長大な中央回転桁を回動可能に支持する構造として、桁中心に回転ピンを設けるとともに、桁両端部を円弧状の案内レール及びローラーで移動可能に支持する方式が知られている(例えば、特許文献2参照)。
【0004】
【特許文献1】
特開2002−180406号公報
【0005】
【特許文献2】
特公昭35−7405号公報
【0006】
【発明が解決しようとする課題】
このような長大な中央回転桁を、特許文献2に記載されているように、桁両端部のローラーを支点とする単純桁で形成した場合は、鉛直方向反力が両端のローラー支承に作用し、旋回中心の回転ピンには水平方向反力しか作用しないため、支間長が長くなって桁がたわみやすくなってしまう。したがって、列車通過時の桁のたわみ量を小さくするためには桁高を増加させる必要があり、桁全体が大型化し、重量も増加することになる。このため、案内レールを設置する下部工に作用する反力が増大するため、下部工の構造にも多大な影響を与えることになる。さらに、長大な中央回転桁は、輸送に際して分割する必要があるため、現場において桁の添接作業が発生し、施工コストも増加することになる。
【0007】
また、中央回転桁を両端のローラー支承と旋回中心上に設けるターンテーブルとを支点とする2径間連続桁とした場合は、鉛直方向反力は両端のローラー支承と中央のターンテーブルとに作用し、ターンテーブルには水平方向反力や桁の倒れ方向の力(負反力)も作用する。したがって、前記単純桁に比べて支間が短くなるため、桁高を低くすることはできるが、ターンテーブルを設置する下部工に作用する反力が増加するため、この場合も下部工の構造にも多大な影響を与えることになる。さらに、この場合も、桁を分割して輸送する必要があり、現場での添接作業も必要となる。また、2径間連続桁では、中間支点上において負曲げが発生するなど、桁の挙動が複雑となり、その解析も複雑となる。特に温度変化時等の挙動は予想が困難である。
【0008】
このように、1本の単純桁や2径間連続桁で長大な中央回転桁を製作すると、桁中心の支持装置や両端部の案内レールの支承部に、桁に作用する死荷重、列車荷重等の鉛直方向荷重による下向きの鉛直反力、地震、風、車輌横荷重等の水平方向荷重による上向き及び下向きの鉛直反力及び水平反力が作用するので、これらの荷重を十分に支持し、中央回転桁をスムーズに回動させることができる装置構造及び下部工を必要とし、コストアップの要因となる。特に、磁気浮上式鉄道における軌道は高い精度が求められるため、中央回転桁のたわみ量を抑える必要から、中央回転桁の重量は益々増加しており、スムーズに回転させることが困難となる。
【0009】
そこで本発明は、シーサス型軌道分岐装置における中央回転桁が長大化した場合でも、桁高の増加を抑えることができ、施工も容易で、スムーズに回転させることができるシーサス型軌道分岐装置の中央回転桁を提供することを目的としている。
【0010】
【課題を解決するための手段】
上記目的を達成するため、本発明のシーサス型軌道分岐装置の中央回転桁は、複線軌道の軌道桁の渡り線設置部に四基の片開き分岐桁をそれぞれ対向するように配置し、直線状態の各一対の前記分岐桁の可動端間に固定桁をそれぞれ配置するとともに、転轍動作時に対角位置にある各一対の前記分岐桁の可動端間を接続するための中央回転桁を交差中心に回動可能に配置したシーサス型軌道分岐装置の中央回転桁において、前記交差中心を回動中心として回動可能に設けられた旋回台と、該旋回台で前記中央回転桁を二分割した駆動桁及び従動桁と、該駆動桁及び従動桁の各旋回端部をそれぞれ移動可能に支持する案内レールと、前記駆動桁を回動させる転轍装置と、前記駆動桁及び従動桁の分割端部を前記旋回台上で独立状態で支持するとともに、前記駆動桁の転轍動作時の回動動作を駆動桁の分割端部から前記旋回台に伝達し、該旋回台から前記従動桁の分割端部に伝達して従動桁を回動させる分割端部支持装置と、前記旋回台上で前記駆動桁と従動桁との水平方向の位置ずれを防止する横ずれ防止装置とを備えていることを特徴としている。
【0011】
さらに、本発明のシーサス型軌道分岐装置の中央回転桁は、前記分割端部支持装置が、前記駆動桁及び従動桁の各分割端部の幅方向両側部から旋回台方向にそれぞれ突出した一対の係合片と、前記旋回台の上面から前記係合片に対応させて突出させた受け部材と、該受け部材と前記係合片とを連結する水平方向のピンとにより形成されていること、前記横ずれ防止装置が、前記駆動桁及び従動桁の各分割端部から旋回台方向に突出した係止突片と、前記旋回台から上方に突出した係止部材とを有し、係止突片又は係止部材のいずれか一方が、他方を挟持するように形成されていることを特徴としている。
【0012】
また、前記駆動桁及び従動桁の各分割端部の内部に箱状の補強部材が設けられていること、前記旋回台の内部に箱状の補強部材が設けられていること、前記旋回台が旋回ベアリングで回動可能に支持されていること、前記旋回ベアリングのベアリング部全周にわたって複数の給油部を有していることを特徴としている。
【0013】
【発明の実施の形態】
図1は本発明の一形態例を示すシーサス型軌道分岐装置の中央回転桁の正面図、図2はシーサス型軌道分岐装置の平面図、図3は中央回転桁の分割部を示す一部断面正面図、図4は同じく一部断面平面図、図5は同じく一部断面側面図、図6は旋回台の平面図、図7は旋回台の内部構造を示す一部断面平面図、図8は旋回台の給油部を示す一部断面平面図、図9及び図10は、シーサス型軌道分岐装置の転轍動作を説明するための図であって、図9は車輌進行方向右側軌道から左側軌道への渡り線を開通させた状態、図10は車輌進行方向左側軌道から右側軌道への渡り線を開通させた状態をそれぞれ示している。
【0014】
まず、図2に示すように、シーサス型軌道分岐装置は、複線軌道の軌道桁の渡り線設置部に四基の片開き分岐桁11,21,31,41をそれぞれ対向するように配置し、直線状態の各一対の前記分岐桁11,21及び分岐桁31,41の可動端間に固定桁12,32をそれぞれ配置するとともに、転轍動作時に対角位置にある各一対の前記分岐桁11,31及び分岐桁21,41の可動端間を接続するための中央回転桁51を交差中心に回動可能に配置したものである。なお、中央回転桁51と各分岐桁との間には、両桁端部間を接続するための短寸の接続桁を設けておくことができる。
【0015】
各分岐桁11,21,31,41は、基端部に関節軌道部13,23,33,43をそれぞれ有しており、可動端に設けたローラー(図示せず)が円弧状の案内レール14,24,34,44に沿って移動することにより、直進側及び渡り側の所定位置に回動するように形成されている。なお、各分岐桁には図示しない転轍装置や鎖錠装置がそれぞれ設けられている。
【0016】
中央回転桁51は、交差中心を回動中心として回動可能に設けられた旋回台52と、該旋回台52で中央回転桁51を二分割した駆動桁53及び従動桁54と、該駆動桁53及び従動桁54の各旋回端部53a,54aをそれぞれ移動可能に支持する円弧状の案内レール55,56と、前記駆動桁53を回動させる転轍装置57と、前記駆動桁53及び従動桁54の分割端部53b,54bを前記旋回台52上で独立状態で支持するとともに、駆動桁53の回動動作を旋回台52を介して従動桁54に伝達するための分割端部支持装置58と、旋回台52上で駆動桁53と従動桁54との水平方向の位置ずれを防止する横ずれ防止装置59とを備えている。
【0017】
前記分割端部支持装置58は、駆動桁53及び従動桁54の各分割端部の幅方向両側部から旋回台52方向にそれぞれ突出した係合片61と、旋回台52の上面から前記係合片61を挟持する位置に突出させた一対の受け部材62と、該受け部材62と前記係合片61とを連結する水平方向の連結ピン63とにより形成されている。
【0018】
また、前記横ずれ防止装置59は、駆動桁53及び従動桁54の各分割端部から旋回台52方向に突出した係止突片64と、旋回台52から上方に突出した一対の係止部材65とを有しており、係止部材65間にスリ板66を介して前記係止突片64を挟持するように形成されている。
【0019】
したがって、旋回台52への駆動桁53及び従動桁54の各分割端部の連結固定は、前記係合片61を各受け部材62間にそれぞれ挿入するとともに、前記係止突片64を前記係止部材65間に挿入した後、係合片61及び受け部材62に設けられたピン孔に連結ピン63を挿通し、ピン抜止67を装着した後、ピン抜止67に荷重が作用しないように、係止部材65を係止突片64に押し当てて固定することによって行うことができる。
【0020】
この連結固定状態で、駆動桁53及び従動桁54に作用する死荷重、列車荷重等の鉛直方向荷重及び桁の倒れ方向の力(負反力)は、係合片61と受け部材62とのピン支承によって支持された状態となり、地震、風、車輌横荷重等の水平方向荷重は、係止突片64と係止部材65との当接によって支持され、駆動桁53と従動桁54とが同一軸線上に保持された状態となる。また、駆動桁53及び従動桁54の各分割端部は、内部に箱状補強部材68をそれぞれ設けたボックス構造を採用しており、分割端部の剛性を高めることによって転轍動作時の回転力を確実に伝達できるようにしている。
【0021】
同様に、前記旋回台52の内部にも箱状補強部材71を設けてボックス構造とし、さらに、旋回台52を回動可能に支持する手段として、シンプルな構造でありながら過酷な使用条件に耐えられる旋回ベアリング72を採用することにより、旋回台52に作用する各方向の荷重を旋回ベアリング72の全体で分散支持することができ、転轍動作時の旋回台52の回動動作を円滑に行うことができる。
【0022】
また、このような中央回転桁51は、その回動角度が小さく、例えば15度未満と小さいことがあるため、大きな角度で回動する建設機械等に用いた場合に比べて、旋回ベアリング72のベアリング部の給油状態が厳しくなる。このため、図8に示すように、ベアリング部73の外周4箇所に給油缶74を設けるとともに、各給油缶74からパイプ75を介して各3箇所、合計12箇所に等間隔で設けた給油部76を介してベアリング部73に給油するように形成し、回動角度が小さくてもベアリング部73の全体に満遍なく給油できるようにしている。
【0023】
一方、前記駆動桁53及び従動桁54の旋回端部は、前記案内レール55,56に沿って移動するローラー81を介して支持されている。また、駆動桁53及び従動桁54の下面には鎖錠装置82がそれぞれ設けられており、駆動桁53には前記転轍装置57が設けられている。転轍装置57は、モーター等を含む駆動手段83により駆動されて約180度の範囲を回動する回動アーム84と、該回動アーム84の先端に設けられたローラー等のガイド部材85と、駆動桁53の下面に設けられて前記ガイド部材85が移動可能に係合するガイド溝86とで構成されており、回動アーム84が所定角度回動することにより、駆動桁53の旋回端部が所定位置に回動する。
【0024】
また、鎖錠装置82は、駆動桁53及び従動桁54が所定位置に回動したときに作動し、鎖錠ピン87をピン受け88に進入係合させることにより、駆動桁53及び従動桁54の旋回端部を所定位置に鎖錠固定する。なお、前記案内レール55,56、転轍装置57、ローラー81、鎖錠装置82は、通常の分岐桁に設置されているものを使用することができる。
【0025】
このシーサス型軌道分岐装置の転轍動作は、次のようにして行われる。まず、図9に示すように、車輌進行方向右側軌道から左側軌道への渡り線が開通した状態では、分岐桁11,31が直進側,分岐桁21,41が渡り側となっており、分岐桁21,41の可動端間を中央回転桁51が接続した状態となっている。この状態で、図10に示すように、車輌進行方向左側軌道から右側軌道への渡り線を開通させる場合は、各鎖錠装置を解除して分岐桁21,41を直進側に戻した後、分岐桁11,31を渡り側に切り換えるとともに、中央回転桁51を、図9において時計回りに所定角度回動させ、分岐桁11,31の可動端間を中央回転桁51で接続した図10に示す状態とし、各鎖錠装置を鎖錠状態とする。また、図9又は図10の状態で、各分岐桁11,21,31,41を直進側とすることにより、固定桁12,32を介して直線路が開通した状態となる。
【0026】
中央回転桁51の回動動作は、前記転轍装置57を作動させて回動アーム84を、図9において反時計回りに約180度回動させることにより行われる。この転轍装置57の転轍動作により、前記駆動桁53の旋回端部が前記旋回台52を中心として回動し、この回動動作が駆動桁53の分割端部に設けた前記分割端部支持装置58を介して旋回台52に伝達され、該旋回台52から従動桁54の分割端部に設けた分割端部支持装置58を介して従動桁54に伝達され、従動桁54の旋回端部が旋回台52を中心として回動する。これにより、中央回転桁51は、図9に示す状態から図10に示す状態に回動する。
【0027】
このように、中央回転桁51を、交差中心に設けた旋回台52の部分で駆動桁53と従動桁54とに分割し、駆動桁53及び従動桁54の分割端部を分割端部支持装置58及び横ずれ防止装置59を介して旋回台52に、旋回端部をローラー81を介して案内レール55,56に、それぞれ支承させた状態とすることにより、長大な中央回転桁51を支間長の短いシンプルな単純桁の2連構造とすることができる。
【0028】
このようにして支間長を短くしたことにより、中央回転桁51における桁高を低く抑えることができ、鋼重を低減できるので、下部工の構造も簡略化できる。また、単純桁であるから、連続桁のような活荷重による負曲げの発生や負反力の発生等の複雑な挙動もなくなり、解析も容易となる。さらに、駆動桁53及び従動桁54は、それぞれ独立した状態で旋回台52に固定されるので、現場での添接作業が省略でき、現場作業の短縮化、施工コストの低減が図れる。
【0029】
また、駆動桁53及び従動桁54の分割端部の支持構造として、軸受を旋回ベアリング72とした旋回台52と、分割端部支持装置58によるピン支承と、横ずれ防止装置59とを採用し、さらに、分割端部や旋回台にボックス構造を採用することにより、上向き及び下向きの鉛直反力、水平反力に対してガタの無い確実な支持が可能となり、旋回ベアリング72による抵抗の少ないスムーズな回転動作が得られる。また、旋回ベアリング72のベアリング部全周に複数の給油部76を設けることにより、ベアリング部73への給油も容易かつ確実に行うことができる。
【0030】
これらのことから、各桁に直結される軌道レールの上下・左右段差精度を確保することができ、磁気浮上式鉄道における高い軌道精度の要求にも十分に応えることができる。加えて、駆動桁53及び従動桁54の旋回端部は、他の片開き分岐や三枝分岐の分岐桁と同様の構造を採用することができ、転轍装置も同一の機構のものを採用することができるので、保守性の向上が図れる。
【0031】
【発明の効果】
以上説明したように、本発明のシーサス型軌道分岐装置の中央回転桁によれば、島式ホームの近傍等、軌道間隔が広い複線区間に設置するシーサス型軌道分岐装置の中央回転桁が長大なものとなっても、シンプルな構造の単純桁の組み合わせによって中央回転桁を形成することができるので、桁高の増加を抑えて軽量化を図ることができ、施工も容易で、コスト低減も図れるだけでなく、スムーズに回転させることができ、高い軌道精度を得ることができる。
【図面の簡単な説明】
【図1】 本発明の一形態例を示すシーサス型軌道分岐装置の中央回転桁の正面図である。
【図2】 シーサス型軌道分岐装置の平面図である。
【図3】 中央回転桁の分割部を示す一部断面正面図である。
【図4】 同じく一部断面平面図である。
【図5】 同じく一部断面側面図である。
【図6】 旋回台の平面図である。
【図7】 旋回台の内部構造を示す一部断面平面図である。
【図8】 旋回台の給油部を示す一部断面平面図である。
【図9】 車輌進行方向右側軌道から左側軌道への渡り線を開通させた状態を示す説明図である。
【図10】 車輌進行方向左側軌道から右側軌道への渡り線を開通させた状態を示す説明図である。
【符号の説明】
11,21,31,41…分岐桁、12,32…固定桁、13,23,33,43…関節軌道部、14,24,34,44…案内レール、51…中央回転桁、52…旋回台、53…駆動桁、54…従動桁、53a,54a…旋回端部、53b,54b…分割端部、55,56…案内レール、57…転轍装置、58…分割端部支持装置、59…横ずれ防止装置、61…係合片、62…受け部材、63…連結ピン、64…係止突片、65…係止部材、66…スリ板、67…ピン抜止、68…箱状補強部材、71…箱状補強部材、72…旋回ベアリング、73…ベアリング部、74…給油缶、75…パイプ、76…給油部、81…ローラー、82…鎖錠装置、83…駆動手段、84…回動アーム、85…ガイド部材、86…ガイド溝、87…鎖錠ピン、88…ピン受け
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a central rotating girder of a causal type track branching device, and more particularly, to a central rotating girder disposed at the intersection center of a causal type track branching device used in a new transportation system such as a magnetic levitation railway or a monorail. In particular, the present invention relates to a structure of a central rotating girder that is optimal for a magnetically levitated railway.
[0002]
[Prior art]
The Caesars type track branching device installed on a double track such as a magnetic levitation railway or a monorail is arranged on each track so that four single-opening branch beams are opposed to each other, and fixed between each pair of branch beams in a straight state. Each of the girders is arranged, and a central rotating girder for connecting between a pair of branching girders in diagonal positions at the time of a rolling operation is arranged so as to be rotatable about the intersection (for example, a patent) Reference 1).
[0003]
Since the central rotating girder of the causal type orbit branching device provided in the double track section of the normal orbital interval has a length of about several meters, the entire girder has only to be supported by a rotatable supporting device. However, in a causal type orbit branching device provided at a position where the orbit interval is wide, the central rotating girder becomes long due to restrictions imposed by the length of the diverging beam, the branching angle, the building limit, etc. in each single-opening diverging girder. It was inevitable. As a structure for rotatably supporting such a long central rotating girder, a system is known in which a rotating pin is provided at the center of the girder, and both ends of the girder are supported so as to be movable by arc-shaped guide rails and rollers. (For example, refer to Patent Document 2).
[0004]
[Patent Document 1]
Japanese Patent Laid-Open No. 2002-180406
[Patent Document 2]
Japanese Patent Publication No. 35-7405 [0006]
[Problems to be solved by the invention]
When such a long center rotating girder is formed with a simple girder having rollers at both ends of the girder as described in Patent Document 2, the vertical reaction force acts on the roller bearings at both ends. Since only the reaction force in the horizontal direction acts on the rotation pin at the center of rotation, the span length becomes long and the beam is easily bent. Therefore, in order to reduce the deflection amount of the girder when passing through the train, it is necessary to increase the girder height, so that the whole girder becomes larger and the weight also increases. For this reason, since the reaction force which acts on the substructure which installs a guide rail increases, it will have a great influence also on the structure of a substructure. Furthermore, since the long central rotating girder needs to be divided for transportation, a girder attaching work occurs on the site, and the construction cost also increases.
[0007]
In addition, when the central rotating girder is a two-span continuous girder with the roller support at both ends and the turntable provided on the turning center as a fulcrum, the vertical reaction force acts on the roller support at both ends and the central turntable. However, a horizontal reaction force and a force in the direction of falling of the girder (negative reaction force) also act on the turntable. Therefore, since the span is shorter than the simple girder, the girder height can be lowered, but the reaction force acting on the substructure to install the turntable increases, so in this case also the structure of the substructure It will have a great influence. Furthermore, also in this case, it is necessary to divide and transport the girders, and it is also necessary to perform attachment work on site. Further, in the case of a two-span continuous girder, the behavior of the girder becomes complicated, for example, negative bending occurs on the intermediate fulcrum, and the analysis thereof becomes complicated. In particular, it is difficult to predict the behavior when the temperature changes.
[0008]
In this way, when a long central rotating girder is manufactured with one simple girder or a continuous girder between two spans, the dead load acting on the girder and the train load are applied to the supporting device at the center of the girder and the guide rail support at both ends. Since downward vertical reaction force due to vertical load such as, upward and downward vertical reaction force and horizontal reaction force due to horizontal load such as earthquake, wind, vehicle lateral load, etc. act, fully support these loads, An apparatus structure and a substructure that can smoothly rotate the central rotating girder are required, resulting in a cost increase. In particular, since the track in the magnetic levitation railway is required to have high accuracy, it is necessary to suppress the deflection amount of the central rotating girder, so that the weight of the central rotating girder increases more and it becomes difficult to rotate smoothly.
[0009]
Therefore, the present invention can suppress the increase in the girder height even when the central rotating girder of the cesus type orbit branching device becomes long, can be easily installed, and can be rotated smoothly. The purpose is to provide a rotating girder.
[0010]
[Means for Solving the Problems]
In order to achieve the above object, the central rotating girder of the caustic orbit branching device of the present invention is arranged in such a way that the four single-opening branching girders are respectively opposed to the crossover installation part of the orbiting girder of the double track orbit. A fixed girder is arranged between the movable ends of each pair of the branching girders, and a central rotating girder for connecting between the movable ends of each pair of the branching girders in a diagonal position during the rolling operation In the central rotating girder of the Caissus-type orbit branching device arranged so as to be able to rotate, a swivel provided so as to be rotatable about the crossing center and a drive in which the central rotating girder is divided into two by the swivel Girder and driven girder, guide rail for movably supporting each swivel end of the driving girder and driven girder, a rolling device for rotating the driving girder, and split ends of the driving girder and driven girder Is supported in an independent state on the swivel In addition, the rotation movement of the drive beam during the rolling operation is transmitted from the split end portion of the drive beam to the swivel base, and the drive beam is rotated from the swivel base to the split end portion of the driven beam. And a lateral shift prevention device for preventing horizontal displacement between the driving beam and the driven beam on the swivel base.
[0011]
Further, the central rotating girder of the sheathed orbit branching device according to the present invention includes a pair of split end supporting devices that protrude in the swivel direction from both sides in the width direction of the split end portions of the drive and driven girders. Formed by an engagement piece, a receiving member protruding from the upper surface of the swivel base so as to correspond to the engagement piece, and a horizontal pin for connecting the receiving member and the engagement piece, The lateral slip prevention device has a locking protrusion protruding in the swivel direction from each divided end of the drive beam and the driven beam, and a locking member protruding upward from the swivel. One of the locking members is formed so as to sandwich the other.
[0012]
In addition, a box-shaped reinforcing member is provided inside each divided end portion of the drive and driven girders, a box-shaped reinforcing member is provided inside the swivel, and the swivel is The slewing bearing is supported so as to be rotatable, and has a plurality of oil supply portions over the entire circumference of the bearing portion of the slewing bearing.
[0013]
DETAILED DESCRIPTION OF THE INVENTION
FIG. 1 is a front view of a central rotating girder of a causal type orbit branching apparatus showing an embodiment of the present invention, FIG. 2 is a plan view of the caustic type orbit branching apparatus, and FIG. 4 is a partially sectional plan view, FIG. 5 is also a partially sectional side view, FIG. 6 is a plan view of the swivel base, FIG. 7 is a partial cross-sectional plan view showing the internal structure of the swivel base, and FIG. FIG. 9 and FIG. 10 are diagrams for explaining the rolling operation of the caustic type track branching device, and FIG. 9 is a left side from the right side track in the vehicle traveling direction. FIG. 10 shows a state where the connecting line to the track is opened, and FIG. 10 shows a state where the connecting line from the left track to the right track is opened.
[0014]
First, as shown in FIG. 2, the Caesars type orbit branching device is arranged so that the four single-opening branch beams 11, 21, 31, and 41 are opposed to the crossover installation part of the track beam of the double track. The fixed girders 12 and 32 are respectively arranged between the movable ends of the pair of branch girders 11 and 21 and the branch girders 31 and 41 in a linear state, and each pair of the branch girders 11 at a diagonal position during the rolling operation. , 31 and the branch girders 21 and 41 are arranged so that a central rotating girder 51 for connecting the movable ends can be rotated around the intersection. A short connecting girder for connecting the ends of both girder can be provided between the central rotating girder 51 and each branch girder.
[0015]
Each branch beam 11, 21, 31, 41 has joint track portions 13, 23, 33, 43 at the base end portion, and a roller (not shown) provided at the movable end has an arcuate guide rail. By moving along 14, 24, 34, and 44, it is formed to rotate to a predetermined position on the straight-ahead side and the crossing side. Each branch girder is provided with an unillustrated switch device and lock device.
[0016]
The central rotating girder 51 includes a swivel base 52 that is provided so as to be rotatable about the intersection center, a driving girder 53 and a driven girder 54 that are obtained by dividing the central rotating girder 51 by the swivel base 52, and the driving girder. 53 and arcuate guide rails 55 and 56 for movably supporting the swivel ends 53a and 54a of the driven beam 54, a rolling device 57 for rotating the drive beam 53, the drive beam 53 and the driven beam, respectively. The split end portion support device for supporting the split end portions 53b and 54b of the girder 54 in an independent state on the swivel base 52 and for transmitting the rotation operation of the drive girder 53 to the driven girder 54 via the swivel stand 52. 58, and a lateral displacement prevention device 59 for preventing the displacement of the driving beam 53 and the driven beam 54 in the horizontal direction on the turntable 52.
[0017]
The split end support device 58 includes an engagement piece 61 projecting in the direction of the swivel 52 from each side in the width direction of each split end of the driving beam 53 and the driven beam 54, and the engagement from the upper surface of the swivel 52. It is formed by a pair of receiving members 62 projecting to a position where the piece 61 is sandwiched, and a horizontal connecting pin 63 that connects the receiving member 62 and the engaging piece 61.
[0018]
The lateral shift prevention device 59 includes a locking protrusion 64 protruding in the direction of the swivel 52 from each divided end of the driving beam 53 and the driven beam 54 and a pair of locking members 65 protruding upward from the swivel 52. The locking protrusions 64 are sandwiched between the locking members 65 with a slit plate 66 interposed therebetween.
[0019]
Accordingly, in order to connect and fix the divided end portions of the driving beam 53 and the driven beam 54 to the swivel base 52, the engaging pieces 61 are inserted between the receiving members 62, respectively, and the locking protrusions 64 are engaged with the engaging pieces 64. After inserting between the stop members 65, the connecting pins 63 are inserted into the pin holes provided in the engaging pieces 61 and the receiving members 62, and after the pin stopper 67 is attached, a load is not applied to the pin stopper 67. This can be done by pressing the locking member 65 against the locking protrusion 64 and fixing it.
[0020]
In this connected and fixed state, vertical loads such as dead loads and train loads acting on the driving girders 53 and the driven girders 54 and forces in the direction in which the girders collapse (negative reaction forces) are generated between the engaging pieces 61 and the receiving members 62. The horizontal load such as earthquake, wind, vehicle lateral load and the like is supported by the pin support, and is supported by the contact between the locking protrusion 64 and the locking member 65, and the driving beam 53 and the driven beam 54 are connected. It will be in the state hold | maintained on the same axis line. Each split end of the driving beam 53 and the driven beam 54 employs a box structure in which a box-like reinforcing member 68 is provided, and the rotation at the time of the rolling operation is enhanced by increasing the rigidity of the split end. It ensures that power can be transmitted.
[0021]
Similarly, a box-shaped reinforcing member 71 is also provided inside the swivel base 52 to form a box structure. Further, as a means for supporting the swivel base 52 so as to be rotatable, it can withstand harsh use conditions despite being a simple structure. By adopting the slewing bearing 72, the load in each direction acting on the slewing base 52 can be dispersedly supported by the entire slewing bearing 72, and the slewing movement of the slewing base 52 is smoothly performed during the rolling operation. be able to.
[0022]
In addition, since such a central rotation girder 51 has a small rotation angle, for example, less than 15 degrees, the rotation angle of the slewing bearing 72 is smaller than when used for a construction machine that rotates at a large angle. The lubrication condition of the bearing part becomes severe. For this reason, as shown in FIG. 8, oil supply cans 74 are provided at four locations on the outer periphery of the bearing portion 73, and oil supply portions provided at equal intervals from each of the oil supply cans 74 through pipes 75 to a total of 12 locations. The bearing portion 73 is formed so as to be oiled through the valve 76 so that the entire bearing portion 73 can be evenly lubricated even if the rotation angle is small.
[0023]
On the other hand, the turning ends of the drive beam 53 and the driven beam 54 are supported via rollers 81 that move along the guide rails 55 and 56. Further, a lock device 82 is provided on the lower surface of the drive beam 53 and the driven beam 54, and the switch device 57 is provided on the drive beam 53. The rolling device 57 is driven by a driving means 83 including a motor and the like, and a turning arm 84 that turns around a range of about 180 degrees, and a guide member 85 such as a roller provided at the tip of the turning arm 84. And a guide groove 86 that is provided on the lower surface of the drive beam 53 and engages the guide member 85 so as to be movable. The part rotates to a predetermined position.
[0024]
The locking device 82 operates when the driving beam 53 and the driven beam 54 are rotated to predetermined positions, and the locking pin 87 enters and engages with the pin receiver 88, whereby the driving beam 53 and the driven beam 54 are engaged. The swivel end is locked in place. As the guide rails 55 and 56, the rolling device 57, the roller 81, and the locking device 82, those installed in a normal branching girder can be used.
[0025]
The rolling operation of this causal type track branching apparatus is performed as follows. First, as shown in FIG. 9, in the state where the connecting line from the right side track to the left side track of the vehicle traveling direction is opened, the branching girders 11 and 31 are the straight traveling side, and the branching girders 21 and 41 are the crossing side. A central rotating girder 51 is connected between the movable ends of the girders 21 and 41. In this state, as shown in FIG. 10, in order to open the connecting line from the vehicle traveling direction left side track to the right side track, after releasing each locking device and returning the branching girders 21 and 41 to the straight side, In FIG. 10, the branching girders 11 and 31 are switched to the crossover side, and the central rotating girder 51 is rotated by a predetermined angle clockwise in FIG. 9, and the movable ends of the branching girders 11 and 31 are connected by the central rotating girder 51. Each locking device is in a locked state. Further, in the state of FIG. 9 or FIG. 10, by setting each branch beam 11, 21, 31, 41 to the straight advance side, a straight path is opened through the fixed beam 12, 32.
[0026]
The pivoting operation of the central rotating girder 51 is performed by actuating the rolling device 57 and pivoting the pivot arm 84 about 180 degrees counterclockwise in FIG. By the rolling operation of the rolling device 57, the turning end of the drive beam 53 rotates about the turntable 52, and this turning operation is performed on the divided end provided at the divided end of the drive beam 53. It is transmitted to the swivel base 52 via the support device 58, and is transmitted from the swivel base 52 to the driven girder 54 via the split end support device 58 provided at the split end portion of the driven girder 54. The part rotates around the swivel base 52. Thereby, the central rotating girder 51 rotates from the state shown in FIG. 9 to the state shown in FIG.
[0027]
In this way, the central rotating girder 51 is divided into the driving girder 53 and the driven girder 54 at the part of the swivel base 52 provided at the intersection center, and the divided end portions of the driving girder 53 and the driven girder 54 are divided end support devices. 58 and the lateral displacement prevention device 59 are supported on the swivel base 52, and the swivel end is supported on the guide rails 55 and 56 via the roller 81. It can be a simple structure with a short simple girder.
[0028]
By shortening the span length in this manner, the girder height in the central rotating girder 51 can be kept low and the steel weight can be reduced, so that the structure of the substructure can also be simplified. Moreover, since it is a simple girder, complicated behaviors such as generation of negative bending and generation of negative reaction force due to a live load as in a continuous girder are eliminated, and analysis becomes easy. Further, since the driving beam 53 and the driven beam 54 are fixed to the swivel base 52 in an independent state, the on-site attaching work can be omitted, and the on-site work can be shortened and the construction cost can be reduced.
[0029]
Further, as a support structure for the divided end portions of the drive beam 53 and the driven beam 54, a swivel base 52 having a bearing as a swivel bearing 72, a pin support by the split end portion support device 58, and a lateral deviation prevention device 59 are adopted. Furthermore, by adopting a box structure at the split end and the swivel base, it is possible to reliably support an upward and downward vertical reaction force and a horizontal reaction force without backlash, and the resistance by the swing bearing 72 is small and smooth. Rotational motion is obtained. In addition, by providing a plurality of oil supply portions 76 around the entire circumference of the bearing portion of the slewing bearing 72, oil supply to the bearing portion 73 can be easily and reliably performed.
[0030]
From these facts, it is possible to ensure the vertical and horizontal step accuracy of the track rail directly connected to each girder, and it is possible to sufficiently meet the demand for high track accuracy in the magnetic levitation railway. In addition, the swivel ends of the driving beam 53 and the driven beam 54 can adopt the same structure as that of other single-open branch or three-branch branch beams, and the switch device has the same mechanism. Therefore, maintainability can be improved.
[0031]
【The invention's effect】
As described above, according to the central rotating girder of the sea suspension type orbit branching device of the present invention, the central rotating girder of the sea suspension type orbit branching device installed in a double track section having a wide orbit interval such as the vicinity of an island type platform is long. Even if it becomes a thing, since a central rotation girder can be formed by a combination of simple girder with a simple structure, increase in girder height can be suppressed, weight reduction can be achieved, construction is easy, and cost can be reduced. As well as being able to rotate smoothly, high trajectory accuracy can be obtained.
[Brief description of the drawings]
BRIEF DESCRIPTION OF DRAWINGS FIG. 1 is a front view of a central rotating girder of a causal type orbit branching apparatus showing an embodiment of the present invention.
FIG. 2 is a plan view of the CESUS type orbit branching device.
FIG. 3 is a partial cross-sectional front view showing a divided portion of a central rotating girder.
FIG. 4 is a partially sectional plan view of the same.
FIG. 5 is a partially sectional side view of the same.
FIG. 6 is a plan view of a swivel base.
FIG. 7 is a partial cross-sectional plan view showing the internal structure of the swivel base.
FIG. 8 is a partial cross-sectional plan view showing an oil supply portion of the swivel base.
FIG. 9 is an explanatory diagram showing a state in which a connecting line from the right track in the vehicle traveling direction to the left track is opened.
FIG. 10 is an explanatory diagram showing a state in which a crossover from the left track to the right track in the vehicle traveling direction is opened.
[Explanation of symbols]
11, 21, 31, 41 ... branch girder, 12, 32 ... fixed girder, 13, 23, 33, 43 ... joint track part, 14, 24, 34, 44 ... guide rail, 51 ... central rotating girder, 52 ... turning 53, drive girder, 54 ... driven girder, 53a, 54a ... swivel end, 53b, 54b ... split end, 55, 56 ... guide rail, 57 ... rolling device, 58 ... split end support device, 59 DESCRIPTION OF SYMBOLS Side shift prevention device 61 ... Engagement piece 62 ... Receiving member 63 ... Connecting pin 64 ... Locking projection piece 65 ... Locking member 66 ... Slip plate 67 ... Pin removal 68 ... Box-shaped reinforcing member , 71 ... Box-shaped reinforcing member, 72 ... Slewing bearing, 73 ... Bearing part, 74 ... Oil supply can, 75 ... Pipe, 76 ... Oil supply part, 81 ... Roller, 82 ... Locking device, 83 ... Driving means, 84 ... times Moving arm, 85 ... guide member, 86 ... guide groove, 87 ... locking pin , 88 ... pin receiving

Claims (7)

複線軌道の軌道桁の渡り線設置部に四基の片開き分岐桁をそれぞれ対向するように配置し、直線状態の各一対の前記分岐桁の可動端間に固定桁をそれぞれ配置するとともに、転轍動作時に対角位置にある各一対の前記分岐桁の可動端間を接続するための中央回転桁を交差中心に回動可能に配置したシーサス型軌道分岐装置の中央回転桁において、前記交差中心を回動中心として回動可能に設けられた旋回台と、該旋回台で前記中央回転桁を二分割した駆動桁及び従動桁と、該駆動桁及び従動桁の各旋回端部をそれぞれ移動可能に支持する案内レールと、前記駆動桁を回動させる転轍装置と、前記駆動桁及び従動桁の分割端部を前記旋回台上で独立状態で支持するとともに、前記駆動桁の転轍動作時の回動動作を駆動桁の分割端部から前記旋回台に伝達し、該旋回台から前記従動桁の分割端部に伝達して従動桁を回動させる分割端部支持装置と、前記旋回台上で前記駆動桁と従動桁との水平方向の位置ずれを防止する横ずれ防止装置とを備えていることを特徴とするシーサス型軌道分岐装置の中央回転桁。Four single-branch branch girders are arranged so as to face each other at the crossover installation part of the double-track orbit girder, and a fixed girder is arranged between the movable ends of each pair of the above-mentioned branch girders in a straight line. In the central rotating girder of a causal type orbit branching device in which a central rotating girder for connecting between the movable ends of each pair of the branching girder in a diagonal position is arranged to be able to rotate around the crossing center at the time of operation. A swivel base provided so as to be pivotable about a pivot, a drive girder and a driven girder obtained by dividing the central rotary girder on the swivel base, and respective swivel ends of the drive girder and driven girder can be moved. A guide rail to be supported on the wheel, a rolling device for rotating the drive beam, and the split ends of the drive beam and the driven beam are supported on the swivel stand independently, and the drive beam is in a rolling operation. The pivoting movement of the drive girder from the split end A split end support device that transmits to the split end of the driven girder from the swivel base and rotates the driven girder, and a horizontal displacement between the drive girder and the driven girder on the swivel base A central rotating girder of a causal type orbit branching device, characterized in that it includes a lateral slip prevention device that prevents the lateral deviation. 前記分割端部支持装置は、前記駆動桁及び従動桁の各分割端部の幅方向両側部から旋回台方向にそれぞれ突出した一対の係合片と、前記旋回台の上面から前記係合片に対応させて突出させた受け部材と、該受け部材と前記係合片とを連結する水平方向のピンとにより形成されていることを特徴とする請求項1記載のシーサス型軌道分岐装置の中央回転桁。The split end support device includes a pair of engagement pieces projecting in the swivel direction from both sides in the width direction of the split ends of the driving and driven girders, and the engagement piece from the upper surface of the swivel stand. 2. A central rotating girder of a sheathed orbit branching device according to claim 1, wherein said central rotating girder is formed by a receiving member projecting correspondingly and a horizontal pin connecting said receiving member and said engaging piece. . 前記横ずれ防止装置は、前記駆動桁及び従動桁の各分割端部から旋回台方向に突出した係止突片と、前記旋回台から上方に突出した係止部材とを有し、係止突片又は係止部材のいずれか一方が、他方を挟持するように形成されていることを特徴とする請求項1又は2記載のシーサス型軌道分岐装置の中央回転桁。The lateral shift prevention device includes a locking protrusion protruding in a swivel direction from each divided end portion of the drive beam and the driven beam, and a locking member protruding upward from the swivel. 3. The central rotary girder of the caustic type track branching apparatus according to claim 1 or 2, wherein either one of the locking members is formed so as to sandwich the other. 前記駆動桁及び従動桁の各分割端部の内部に箱状の補強部材が設けられていることを特徴とする請求項1乃至3いずれか1項記載のシーサス型軌道分岐装置の中央回転桁。4. The central rotating beam of a caustic type track branching device according to claim 1, wherein a box-shaped reinforcing member is provided inside each divided end portion of the driving beam and the driven beam. 5. 前記旋回台は、その内部に箱状の補強部材が設けられていることを特徴とする請求項1乃至4いずれか1項記載のシーサス型軌道分岐装置の中央回転桁。5. The central rotating girder of the caustic type track branching device according to claim 1, wherein the swivel base is provided with a box-shaped reinforcing member therein. 前記旋回台は、旋回ベアリングで回動可能に支持されていることを特徴とする請求項1乃至5いずれか1項記載のシーサス型軌道分岐装置の中央回転桁。6. The central rotating girder of a causal type orbit branching device according to claim 1, wherein the swivel base is rotatably supported by a swivel bearing. 前記旋回ベアリングは、ベアリング部全周にわたって複数の給油部を有していることを特徴とする請求項6記載のシーサス型軌道分岐装置の中央回転桁。The central rotating girder of a sheathed orbit branching device according to claim 6, wherein the slewing bearing has a plurality of oil supply portions over the entire circumference of the bearing portion.
JP2003198265A 2003-07-17 2003-07-17 Central rotating girder of the sea suspension type orbit branching device Expired - Lifetime JP3742080B2 (en)

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