JP2516449B2 - Side beam support method - Google Patents
Side beam support methodInfo
- Publication number
- JP2516449B2 JP2516449B2 JP2071120A JP7112090A JP2516449B2 JP 2516449 B2 JP2516449 B2 JP 2516449B2 JP 2071120 A JP2071120 A JP 2071120A JP 7112090 A JP7112090 A JP 7112090A JP 2516449 B2 JP2516449 B2 JP 2516449B2
- Authority
- JP
- Japan
- Prior art keywords
- side wall
- wall beam
- elastic member
- sidewall
- roadbed
- 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 - Lifetime
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Description
【発明の詳細な説明】 (産業上の利用分野) 本発明は側壁浮上方式のリニアモータカーのガイドウ
ェイに関し、更に詳細には、側壁ビーム方式のガイドウ
ェイにおける側壁ビームの支持方法に関する。Description: TECHNICAL FIELD The present invention relates to a guideway for a sidewall floating type linear motor car, and more particularly to a method for supporting a sidewall beam in a sidewall beam type guideway.
(従来の技術) リニアモータカーの走行方式として、近年開発されて
いる側壁浮上方式は、浮上・案内用コイルと推進用コイ
ルを側壁ビームにマウントさせ、側壁ビームから浮上力
と案内力、及び推進力をリニアモータカーに与えるもの
で、効率が良いこと、システムがシンプルであること等
の多くの利点を備えている。(Prior Art) A sidewall levitation system, which has been recently developed as a running system for a linear motor car, mounts a levitation / guidance coil and a propulsion coil on a sidewall beam, and the levitation force, guide force, and propulsion force are applied from the sidewall beam. Is given to a linear motor car, and has many advantages such as high efficiency and simple system.
そして、側壁浮上方式の中でも、側壁ビームをプレキ
ャストコンクリート製のユニットとして工場で製作し、
現地で路盤上に据え付ける側壁ビーム方式は、据え付け
時の調整が簡単であり、高い長波長精度が出せること、
路盤の経年沈下に対しても容易に調整できること等から
注目されている。And even in the side wall levitation method, the side wall beam was manufactured in the factory as a unit made of precast concrete,
The sidewall beam method that is installed on the roadbed at the site is easy to adjust during installation, and can provide high long-wavelength accuracy.
It is attracting attention because it can be easily adjusted even for the subsidence of the roadbed.
(発明が解決しようとする課題) 一方、側壁浮上方式ではリニアモータカーの通過時
に、リニアモータカーの重量を支えるための反力や案内
力の反力が側壁ビームにかかり、側壁ビームをその幅方
向に倒すようなモーメントとして作用する。(Problems to be Solved by the Invention) On the other hand, in the side wall levitation method, a reaction force for supporting the weight of the linear motor car and a reaction force of the guide force are applied to the side wall beam when the linear motor car passes, and the side wall beam is moved in the width direction thereof. It acts as a moment to knock down.
このような反力を受けた際、リニアモータカーの走行
安定性や、車輌の振動防止の観点等から、側壁ビームの
変位量を最小限度に抑える必要がある。When such a reaction force is received, it is necessary to minimize the displacement amount of the side wall beam from the viewpoints of traveling stability of the linear motor car and prevention of vehicle vibration.
また、上記反力に加え、超電導磁石のフェイル等不測
の事故によりリニアモータカーが側壁ビームに衝突した
場合、衝突による衝撃力に対しては、これを吸収し、側
壁ビームの変位量を所定の範囲(数mm程度)に抑える必
要がある。In addition to the above reaction force, if the linear motor car collides with the sidewall beam due to an accident such as a failure of the superconducting magnet, the impact force due to the collision is absorbed and the displacement amount of the sidewall beam falls within a predetermined range. It is necessary to keep it to about several mm.
更にまた、現地において路盤上に、長さが約12mの側
壁ビームを据え付ける側壁ビーム方式のガイドウェイで
は、温度変化による側壁ビームの長手方向における伸縮
を考慮する必要がある。Furthermore, it is necessary to consider expansion and contraction in the longitudinal direction of the side wall beam due to temperature change in the side wall beam type guideway in which the side wall beam having a length of about 12 m is installed on the roadbed at the site.
そのため、リニアモータカーを実用化する上で、路盤
上において側壁ビームを如何に支持するかが課題となっ
ていた。Therefore, how to support the sidewall beam on the roadbed has been a problem in practical use of the linear motor car.
本発明の目的は、リニアモータカーの重量を支えるた
めの反力や案内力の反力が作用した場合も側壁ビームの
変位量を最小限度に抑えることができ、不測の事故によ
り側壁ビームにリニアモータカーが衝突した場合には、
その衝撃力を速やかに吸収すると共に、側壁ビームの変
位量を所定の範囲内に抑え、しかも温度変化による側壁
ビームの伸縮を許容して側壁ビームを安定して支持する
ことができる側壁ビームの支持方法を提供するにある。An object of the present invention is to minimize the amount of displacement of the sidewall beam even when a reaction force for supporting the weight of the linear motor car or a reaction force of the guide force acts, and the linear motor car can be applied to the sidewall beam due to an unexpected accident. In case of collision,
A sidewall beam support that can quickly absorb the impact force, suppress the amount of displacement of the sidewall beam within a predetermined range, and allow the sidewall beam to expand and contract due to temperature change to stably support the sidewall beam. There is a way to provide.
(課題を解決するための手段) 前記目的を達成するための本発明の構成を実施例に対
応する図面を参照して説明する。(Means for Solving the Problems) The configuration of the present invention for achieving the above-mentioned object will be described with reference to the drawings corresponding to the embodiments.
本発明は、リニアモータカー1のガイドウェイ3を構
成する側壁ビーム19を路盤17上で支持する方法であっ
て、路盤17と側壁ビーム19の間に弾性部材33とエネルギ
吸収体39を介設して側壁ビーム19を路盤17上に支持し、
側壁ビーム19の温度変化による伸縮及び活荷重による角
変位を前記弾性部材33が変形することで逃がし、側壁ビ
ーム19が受ける衝撃を前記エネルギ吸収体39で吸収する
ようにしたことを特徴とする。The present invention is a method for supporting the side wall beam 19 constituting the guideway 3 of the linear motor car 1 on the roadbed 17, in which the elastic member 33 and the energy absorber 39 are provided between the roadbed 17 and the side wall beam 19. Support the side wall beam 19 on the roadbed 17,
The elastic member 33 is deformed so that the expansion and contraction of the side wall beam 19 due to the temperature change and the angular displacement due to the live load are released, and the energy absorber 39 absorbs the shock received by the side wall beam 19.
(作用) リニアモータカー1の重量を支えるための反力と案内
力の反力が作用した場合、弾性部材33の圧縮力に依存す
る復元モーメントにより側壁ビーム19の変位量を最小限
度に抑える。また、リニアモータカー1の衝突による衝
撃力をエネルギ吸収体39で吸収することにより、側壁ビ
ーム19の変位量を所定の範囲内に抑える。そして、温度
変化による側壁ビーム19の長手方向の伸縮は、弾性部材
33の変形で逃がすことにより、側壁ビーム19は安定して
支持する。(Operation) When the reaction force for supporting the weight of the linear motor car 1 and the reaction force of the guide force act, the displacement amount of the side wall beam 19 is minimized by the restoring moment depending on the compression force of the elastic member 33. Further, by absorbing the impact force caused by the collision of the linear motor car 1 by the energy absorber 39, the displacement amount of the sidewall beam 19 is suppressed within a predetermined range. The expansion and contraction of the sidewall beam 19 in the longitudinal direction due to the temperature change is caused by the elastic member.
The side wall beam 19 is stably supported by being released by the deformation of 33.
前記エネルギ吸収体39として、鉛を使用することによ
り、鉛特有の性質により、衝突等による急激な衝撃に対
して優れた衝撃吸収能力を発揮すると共に、温度変化に
よるゆるやかな側壁ビームの伸縮に対しては、何ら作用
することなく弾性部材33の変形で許容する。By using lead as the energy absorber 39, due to the property peculiar to lead, it exhibits an excellent impact absorbing ability against a sudden impact due to a collision or the like, and also against the expansion and contraction of the side wall beam due to a temperature change. The elastic member 33 is allowed to deform without any action.
(実施例) 以下、本発明の好適一実施例を添付図面に従って説明
する。(Embodiment) A preferred embodiment of the present invention will be described below with reference to the accompanying drawings.
第1図はガイドウェイの断面図、第2図は同・側面図
を示す。FIG. 1 is a sectional view of the guideway, and FIG. 2 is a side view of the same.
1はリニアモータカー、3はそのガイドウェイで、リ
ニアモータカー1は側壁浮上方式により走行し、ガイド
ウェイ3は側壁ビーム方式で構築されている。Reference numeral 1 is a linear motor car, 3 is its guide way, the linear motor car 1 travels by a side wall levitating method, and the guide way 3 is constructed by a side wall beam method.
リニアモータカー1は車体フレーム5の台車フレーム
7とを備える。The linear motor car 1 includes a bogie frame 7 of a vehicle body frame 5.
車体フレーム5と台車フレーム7はリンクとバネを介
して連結され、台車フレーム7の両側には超電導磁石11
が取着され、また台車フレーム7には停止時及び低速時
用のゴム製の支持車輪13や案内車輪15が設けられてい
る。The body frame 5 and the bogie frame 7 are connected via links and springs, and the superconducting magnets 11 are provided on both sides of the bogie frame 7.
Further, the bogie frame 7 is provided with rubber support wheels 13 and guide wheels 15 for stopping and low speed.
ガイドウェイ3は路盤17と、その両側に立設される側
壁ビーム19を備える。The guideway 3 includes a roadbed 17 and side wall beams 19 standing on both sides thereof.
側壁ビーム19はリニアモータカー1の走行方向に沿っ
た所定の長さを有し、プレキャストコンクリート製で予
め工場で製作され、現地で据え付け固定される。The side wall beam 19 has a predetermined length along the traveling direction of the linear motor car 1, is made of precast concrete, is manufactured in advance in a factory, and is installed and fixed on site.
路盤17上には前記車輪13に対応してコンクリート製の
走行路21が設けられ、また路盤17には、第4図に示すよ
うにジョイント部材23が埋め込まれ、ジョイント部材23
は路盤17の内部でアンカプレート25に連結されている。A concrete traveling path 21 corresponding to the wheels 13 is provided on the roadbed 17, and a joint member 23 is embedded in the roadbed 17 as shown in FIG.
Is connected to the anchor plate 25 inside the roadbed 17.
側壁ビーム19には、前記超電導磁石11に対向させて8
の字状の浮上・案内用コイル27が連続配設され、また浮
上・案内用コイル27の外側に楕円状の推進用コイル29が
側壁ビーム19の幅方向に交互に重ね合わされて配設され
ている。The sidewall beam 19 faces the superconducting magnet 11 and
V-shaped levitation / guide coils 27 are continuously arranged, and elliptical propulsion coils 29 are arranged outside the levitation / guidance coil 27 so as to be alternately stacked in the width direction of the sidewall beam 19. There is.
側壁ビーム19の路盤17上での支持は、側壁ビーム19の
長手方向の両端で、第3図乃至第5図に示すように、夫
々棒材からなる二本の緊張材31と、二つの弾性部材33
と、二つのエネルギ吸収体39により行なわれている。The side wall beam 19 is supported on the roadbed 17 at two longitudinal ends of the side wall beam 19, as shown in FIGS. 3 to 5, two tension members 31 each made of a bar and two elastic members. Member 33
And two energy absorbers 39.
第3図は側壁ビーム19の支持構造を示す正面図、第4
図は同・側面図、第5図は第3図のA−A線矢視図を示
す。FIG. 3 is a front view showing a supporting structure of the sidewall beam 19, and FIG.
The figure is the same side view, and FIG. 5 is a view taken along the line AA of FIG.
側壁ビーム19の長手方向の端部寄りには、側壁ビーム
19の幅方向のほぼ中央部分で側壁ビーム19の長手方向に
間隔をおいて二つの孔35が形成され、緊張材31はこの孔
35を挿通して配設されている。前記孔35の径は緊張材31
の径よりも隙間余裕をもって形成されている。The side wall beam 19 is located near the longitudinal end of the side wall beam 19.
Two holes 35 are formed in the central portion of the width direction 19 of the sidewall beam 19 at intervals in the longitudinal direction thereof.
It is arranged by inserting 35. The diameter of the hole 35 is 31
It is formed with a clearance margin larger than the diameter of.
弾性部材33は前記二本の緊張材31を結ぶ仮想線に対し
て夫々側壁ビーム19の幅方向にほぼ等間隔をおいて配設
されている。The elastic members 33 are arranged at substantially equal intervals in the width direction of the sidewall beam 19 with respect to an imaginary line connecting the two tension members 31.
弾性部材33は実施例では第6図に平面図で、第7図に
断面側面図で示すように、薄肉のゴム板33Aと非磁性材
であるステンレス製の薄板33Bとを重ね合わせて一体化
した積層構造でほぼ正方形を呈し、中央に孔37が形成さ
れている。In the embodiment, the elastic member 33 is formed by superimposing a thin rubber plate 33A and a stainless thin plate 33B which is a non-magnetic material on top of each other as shown in a plan view of FIG. 6 and a sectional side view of FIG. The laminated structure has a substantially square shape, and a hole 37 is formed in the center.
エネルギ吸収体39はこの孔37に挿入して配設されてい
る。実施例ではエネルギ吸収体39として円柱状の鉛を用
いているが、鉛の他に、ハイダンピングラバー、粘弾性
物質、非磁性材からなるステンレスビーズやガラスビー
ズ等の粒状物を用いることができる。The energy absorber 39 is arranged so as to be inserted into the hole 37. In the embodiment, cylindrical lead is used as the energy absorber 39, but in addition to lead, granular materials such as high damping rubber, viscoelastic material, stainless beads or glass beads made of non-magnetic material can be used. .
41は路盤17の上に載置されたモルタル製の台座、43は
台座41に載置された高さ調節のためのシムプレートで、
台座41及びシムプレート43は共に非磁性材からなり、台
座41は長方形を呈し、シムプレート43はほぼ正方形を呈
する。41 is a mortar pedestal placed on the roadbed 17, 43 is a shim plate for height adjustment placed on the pedestal 41,
The pedestal 41 and the shim plate 43 are both made of a non-magnetic material, the pedestal 41 has a rectangular shape, and the shim plate 43 has a substantially square shape.
側壁ビーム19の路盤17への取り付けは、エネルギ吸収
体39が組み込まれた弾性部材33をシムプレート43の上に
載置し、次に弾性部材33の上に側壁ビーム19を載置す
る。To attach the side wall beam 19 to the roadbed 17, the elastic member 33 in which the energy absorber 39 is incorporated is placed on the shim plate 43, and then the side wall beam 19 is placed on the elastic member 33.
次に、緊張材31の下端をジョイント部材23にねじ結合
し、側壁ビーム19の上面に埋め込まれたアンカプレート
45上で緊張材31の上端にナット47を結合し、ナット47及
び緊張材31により前記弾性部材33を圧縮し、側壁ビーム
19を路盤17に締め付け固定する。Next, the lower end of the tension member 31 is screwed to the joint member 23, and the anchor plate embedded in the upper surface of the side wall beam 19 is attached.
A nut 47 is coupled to the upper end of the tension member 31 on the 45, the elastic member 33 is compressed by the nut 47 and the tension member 31, and the side wall beam
Tighten and fix 19 to the roadbed 17.
実施例では、二つの弾性部材33にかかる側壁ビーム19
端部の自重がそれぞれ5tであるのに対して、緊張材31に
よる締め付け力を20tとした。In the embodiment, the sidewall beam 19 on the two elastic members 33 is used.
The self-weight of each end was 5t, while the tightening force of the tension member 31 was 20t.
本実施例は前記のように構成したので、側壁ビーム19
に衝撃が作用した場合、エネルギ吸収体39により衝撃を
吸収して側壁ビーム19の変化量を所定の範囲内に抑える
ことができる。Since this embodiment is configured as described above, the sidewall beam 19
When an impact is applied to the side wall 19, the energy absorber 39 absorbs the impact and the amount of change of the sidewall beam 19 can be suppressed within a predetermined range.
また、温度変化による側壁ビーム19がその長手方向に
伸縮した場合、弾性部材33が変形することでこの変形を
逃がし、側壁ビーム19を安定して支持することができ
る。Further, when the side wall beam 19 expands and contracts in the longitudinal direction due to a temperature change, the elastic member 33 is deformed to escape this deformation, and the side wall beam 19 can be stably supported.
この場合、緊張材31を側壁ビーム19の孔35内に隙間余
裕をもって上下に貫通させその長さを大きく設定したの
で、側壁ビーム19の伸縮変形に緊張材31が容易に追従で
き、側壁ビーム19の伸縮変形を逃がす上で有利となる。In this case, since the tension member 31 is vertically penetrated into the hole 35 of the side wall beam 19 with a clearance, and the length thereof is set large, the tension member 31 can easily follow the expansion and contraction deformation of the side wall beam 19, and the side wall beam 19 It is advantageous in escaping the expansion and contraction deformation.
また、実施例ではエネルギ吸収体39として鉛を用した
ので、温度変化による側壁ビーム19の緩やかな伸縮変形
には、流体的性質を示して、これに抗することなく許容
し、急激な衝撃が側壁ビーム19に作用した場合は、弾塑
性的作用により、これを速やかに吸収する。Further, in the embodiment, since lead is used as the energy absorber 39, the gradual expansion and contraction deformation of the sidewall beam 19 due to temperature change shows a fluid property and is allowed without resisting this, and a sudden impact is generated. When it acts on the sidewall beam 19, it is quickly absorbed by the elasto-plastic action.
また、エネルギ吸収体39としての鉛を弾性部材33の内
部に縦設したので、別途にエネルギ吸収体39を組み付け
る必要がなく、路盤17へ配設する上で有利となる。Further, since lead as the energy absorber 39 is vertically provided inside the elastic member 33, it is not necessary to separately assemble the energy absorber 39, which is advantageous in disposing the lead on the roadbed 17.
更に、緊張材31の締め付け力により、鉛は弾性部材33
内に密に充填され、その外周が拘束されるため、より良
好なエネルギ吸収能力を発揮すると共に、エネルギ吸収
体としての耐久性が向上する。Furthermore, due to the tightening force of the tension member 31, lead is elastic member 33.
Since it is densely filled inside and its outer periphery is constrained, it exhibits a better energy absorbing ability and the durability as an energy absorber is improved.
更にまた、実施例では、弾性部材33を単に側壁ビーム
19の支持部材として用いず、弾性部材33を予め圧縮して
用いるようにしたので、リニアモータカー1側からの反
力に基づくモーメントが側壁ビーム19に作用した場合、
弾性部材33の圧縮による反力が緊張材31を支点としたモ
ーメントとなり復元力として作用するので、側壁ビーム
19の変位を最小限度に抑える上で有利となる。Furthermore, in the embodiment, the elastic member 33 is simply a side wall beam.
Since the elastic member 33 is used by being compressed in advance instead of being used as a supporting member of 19, when the moment based on the reaction force from the linear motor car 1 side acts on the sidewall beam 19,
Since the reaction force due to the compression of the elastic member 33 becomes a moment with the tension member 31 as a fulcrum and acts as a restoring force, the side wall beam
It is advantageous in minimizing the displacement of 19.
尚、実施例では弾性部材33の内部にエネルギ吸収体39
を縦設した場合について説明したが、弾性部材33とエネ
ルギ吸収体39とを切り離して配設するようにしてもよ
い。In the embodiment, the energy absorber 39 is provided inside the elastic member 33.
Although the description has been given of the case in which the elastic member 33 is vertically installed, the elastic member 33 and the energy absorber 39 may be separately arranged.
また、弾性部材33とエネルギ吸収体39の個数は任意
で、更に、その断面形状も矩形や円形やリング状等任意
である。Further, the numbers of the elastic members 33 and the energy absorbers 39 are arbitrary, and the cross-sectional shape is also arbitrary such as rectangular, circular or ring-shaped.
(発明の効果) 以上の説明で明らかなように本発明に係る側壁ビーム
の支持方法によれば、衝撃をエネルギ吸収体で吸収する
と共に、温度変化による側壁ビームの伸縮を弾性部材の
変形で逃がすようにしたので、側壁ビームに衝撃が作用
した場合、エネルギ吸収体により衝撃を吸収して側壁ビ
ームの変位量を所定の範囲内に抑えることができ、且つ
温度変化により側壁ビームがその長手方向に伸縮した場
合、弾性部材が変形することでこの伸縮を逃し、側壁ビ
ームを安定して支持することができ、リニアモータカー
のガイドウェイの構築上有利な側壁ビーム方式を実現す
ることが可能となる。(Effects of the Invention) As is apparent from the above description, according to the side wall beam supporting method of the present invention, the energy absorber absorbs the shock and the expansion and contraction of the side wall beam due to the temperature change is escaped by the deformation of the elastic member. Therefore, when a shock is applied to the sidewall beam, the energy absorber can absorb the shock to suppress the displacement amount of the sidewall beam within a predetermined range, and the temperature change causes the sidewall beam to move in the longitudinal direction. When expanded or contracted, the elastic member is deformed to escape the expansion and contraction, and the side wall beam can be stably supported, so that it is possible to realize the side wall beam system which is advantageous in constructing the guideway of the linear motor car.
第1図はガイドウェイの断面正面図、第2図は同・側面
図、第3図は側壁ビームの据え付け構造を示す正面図、
第4図は同・側面図、第5図は第3図のA−A線矢視
図、第6図は弾性部材の平面図、第7図は同・断面側面
図である。 尚図中、1はリニアモータカー、3はガイドウェイ、17
は路盤、19は側壁ビーム、31は緊張材、33は弾性部材、
39はエネルギ吸収体、41は台座、43はシムプレートであ
る。1 is a sectional front view of the guideway, FIG. 2 is a side view of the same, and FIG. 3 is a front view showing a side wall beam installation structure.
4 is a side view of the same, FIG. 5 is a view taken along the line AA of FIG. 3, FIG. 6 is a plan view of the elastic member, and FIG. 7 is a side view of the same. In the figure, 1 is a linear motor car, 3 is a guideway, 17
Is a roadbed, 19 is a side wall beam, 31 is a tension member, 33 is an elastic member,
39 is an energy absorber, 41 is a pedestal, and 43 is a shim plate.
───────────────────────────────────────────────────── フロントページの続き (72)発明者 松本 信之 東京都国分寺市光町2丁目8番地38 財 団法人鉄道総合技術研究所内 (72)発明者 渡辺 忠朋 東京都国分寺市光町2丁目8番地38 財 団法人鉄道総合技術研究所内 (72)発明者 下田 郁夫 神奈川県藤沢市桐原町8番地 オイレス 工業株式会社内 (72)発明者 長田 修一 神奈川県藤沢市桐原町8番地 オイレス 工業株式会社内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Nobuyuki Matsumoto 2-8 Komitsucho, Kokubunji, Tokyo 38 Inside the Railway Technical Research Institute (72) Inventor Tadatomo Watanabe 2-8 Komitsucho, Kokubunji, Tokyo 38 Inside the Railway Technical Research Institute (72) Inventor Ikuo Shimoda 8 Kirihara-cho, Fujisawa-shi, Kanagawa Prefecture Oiles Industry Co., Ltd. (72) Inventor Shuichi Nagata 8 Kirihara-cho, Fujisawa-shi Kanagawa Prefecture Oiles Industry Co., Ltd.
Claims (3)
る側壁ビームを路盤上で支持する方法であって、 路盤と側壁ビームの間に弾性部材とエネルギ吸収体を介
設して側壁ビームを路盤上に支持し、 側壁ビームの温度変化による伸縮を前記弾性部材が変形
することで逃がし、 側壁ビームが受ける衝撃を前記エネルギ吸収体で吸収す
るようにした、 ことを特徴とする側壁ビームの支持方法。1. A method of supporting a side wall beam which constitutes a guideway of a linear motor car on a roadbed, wherein an elastic member and an energy absorber are provided between the roadbed and the side wall beam to place the side wall beam on the roadbed. A supporting method for supporting a side wall beam, wherein expansion and contraction due to temperature change of the side wall beam is released by deformation of the elastic member, and a shock received by the side wall beam is absorbed by the energy absorber.
載の側壁ビームの支持方法。2. The method of supporting a sidewall beam according to claim 1, wherein the energy absorber is lead.
ている請求項1または2記載の側壁ビームの支持方法。3. The method for supporting a sidewall beam according to claim 1, wherein the lead is densely filled in the elastic member.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2071120A JP2516449B2 (en) | 1990-03-20 | 1990-03-20 | Side beam support method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2071120A JP2516449B2 (en) | 1990-03-20 | 1990-03-20 | Side beam support method |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH03271402A JPH03271402A (en) | 1991-12-03 |
JP2516449B2 true JP2516449B2 (en) | 1996-07-24 |
Family
ID=13451391
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2071120A Expired - Lifetime JP2516449B2 (en) | 1990-03-20 | 1990-03-20 | Side beam support method |
Country Status (1)
Country | Link |
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JP (1) | JP2516449B2 (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5218800A (en) * | 1991-12-27 | 1993-06-15 | Railway Technical Research Institute | Method of installing side-wall beam for guideway for magnetic levitation vehicle |
KR101040466B1 (en) * | 2009-04-01 | 2011-06-09 | 강남훈 | Guide wall of automated guideway transit type light weight railway and thereof method |
JP6241003B2 (en) * | 2014-10-10 | 2017-12-06 | 公益財団法人鉄道総合技術研究所 | Vehicle travel path support device |
-
1990
- 1990-03-20 JP JP2071120A patent/JP2516449B2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
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JPH03271402A (en) | 1991-12-03 |
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