JPS5833321B2 - vehicle track - Google Patents

vehicle track

Info

Publication number
JPS5833321B2
JPS5833321B2 JP9579676A JP9579676A JPS5833321B2 JP S5833321 B2 JPS5833321 B2 JP S5833321B2 JP 9579676 A JP9579676 A JP 9579676A JP 9579676 A JP9579676 A JP 9579676A JP S5833321 B2 JPS5833321 B2 JP S5833321B2
Authority
JP
Japan
Prior art keywords
girder
vehicle
track
pier
supported
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
Application number
JP9579676A
Other languages
Japanese (ja)
Other versions
JPS5322208A (en
Inventor
享 斉間
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.)
Toshiba Corp
Original Assignee
Tokyo Shibaura Electric Co Ltd
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 Tokyo Shibaura Electric Co Ltd filed Critical Tokyo Shibaura Electric Co Ltd
Priority to JP9579676A priority Critical patent/JPS5833321B2/en
Publication of JPS5322208A publication Critical patent/JPS5322208A/en
Publication of JPS5833321B2 publication Critical patent/JPS5833321B2/en
Expired legal-status Critical Current

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  • Railway Tracks (AREA)
  • Bridges Or Land Bridges (AREA)

Description

【発明の詳細な説明】 本発明は常電導磁気浮上車やモル−ルなどに使用される
改良した桁構造を有する車両用軌道に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a vehicle track having an improved girder structure for use in normal conductive magnetic levitation vehicles, moles, and the like.

常電導磁気浮上車やモル−ルなどが走行する軌道桁は、
普通一定の距離をおいて設けたピアの上に乗って連結さ
れている。
The track girder on which normal conductive magnetic levitation vehicles and mole cars run,
They are usually connected by riding on piers placed a certain distance apart.

この軌道桁を車両が走行するとき、桁の接合点を通過す
るごとに生じる軌道桁変位の不連続性による加振および
常電導磁気浮上車の高周波加振に対する共振現象が生じ
る。
When a vehicle travels on this track girder, vibration occurs due to the discontinuity of the track girder displacement that occurs each time the vehicle passes a joint point of the girder, and a resonance phenomenon occurs due to the high frequency vibration of the normally conductive magnetically levitated vehicle.

本発明の目的は走行車両に対する加振を減少させ、かつ
高周波加振に対する共振振動を逃げることが可能な車両
用軌道を提供するにある。
SUMMARY OF THE INVENTION An object of the present invention is to provide a vehicle track capable of reducing vibrations exerted on running vehicles and escaping resonance vibrations caused by high-frequency vibrations.

以下本発明を図面・に示す実施例について説明する。The present invention will be described below with reference to embodiments shown in the drawings.

まず本発明の車両用軌道を説明する前に、この軌道を走
行する車両の一例として常電導磁気浮上車を第1図につ
いて説明する。
First, before explaining the vehicle track of the present invention, a normal conductive magnetically levitated vehicle will be explained with reference to FIG. 1 as an example of a vehicle running on this track.

第1図において車体1は空気ばね2,2を介して台車3
に載せている。
In FIG. 1, a car body 1 is connected to a bogie 3 via air springs 2, 2.
It is posted on.

車体1および台車3は、地上に直交するピア4に桁5を
介して乗せた梁6を走行するように構成されている。
The vehicle body 1 and the truck 3 are configured to run on a beam 6 placed on a pier 4 perpendicular to the ground via a girder 5.

このために台車3にリニアモータの一次側7を設け、梁
6に二次板9に設けている。
For this purpose, the trolley 3 is provided with a primary side 7 of a linear motor, and the beam 6 is provided with a secondary plate 9.

さらに台車3の側部および下部にそれぞれ案内用電磁石
10および浮上用電磁石11を設け、これに対向して梁
6の側部および下部にそれぞれ案内用軌条12および浮
上用軌条13を設けている。
Further, a guide electromagnet 10 and a levitation electromagnet 11 are provided on the side and lower portions of the truck 3, respectively, and in opposition thereto, a guide rail 12 and a levitation rail 13 are provided on the side and lower portions of the beam 6, respectively.

このように構成した常電導磁気浮上車は、浮上用磁石1
1および軌条13の作用によって浮上刃をうけ、案内用
電磁石10および軌条12によって案内され、リニアモ
ーター次側7および二次板9の作用によって梁6の上を
走行することになる。
The normally conductive magnetic levitation vehicle configured in this way has a levitation magnet 1
1 and the rail 13, is guided by the guiding electromagnet 10 and the rail 12, and travels on the beam 6 by the action of the linear motor downstream side 7 and the secondary plate 9.

本発明は、これらのピア4、桁5および梁6で構成する
車両用軌道に特徴を有するもので、これを第2図に示す
実施例について説明する。
The present invention is characterized by a vehicle track composed of these piers 4, girders 5, and beams 6, and will be described with reference to an embodiment shown in FIG.

本発明の車両軌道は、大別するとピア15、下桁16お
よび軌道桁となる上桁17の組み合せで構成されている
The vehicle track of the present invention is roughly divided into a combination of a pier 15, a lower girder 16, and an upper girder 17 serving as a track girder.

ピア15a、15b、15cは、地上に所定の間隔をお
いて直立され、その上にピアの間隔に対応する長さの下
桁16 a s 16 b s 16 cをそれぞれ2
個の支点18a 、18bを介して乗せている。
The piers 15a, 15b, and 15c are stood upright on the ground at predetermined intervals, and two lower girders 16a, 16b, and 16c each having a length corresponding to the spacing between the piers are placed above them.
It is mounted on two supporting points 18a and 18b.

さらに下桁16 a 、16 b s 16 cの上に
略々中央部に設けた2個の支点19a、19bを介して
軌道桁17a、17b、17cを乗せて全体を構築して
いる。
Furthermore, the entire structure is constructed by placing track girders 17a, 17b, and 17c on the lower girders 16a, 16b, and 16c via two supporting points 19a and 19b provided approximately in the center.

いま第2図のように構成した本発明による車両用軌道を
、第1図のような車両が走行して移動する荷重がかかっ
た場合の撓み量を計算すると次の如くなる。
The amount of deflection when a vehicle as shown in FIG. 1 runs on a vehicle track according to the present invention constructed as shown in FIG. 2 and is subjected to a load is calculated as follows.

第3図は第2図のピア15b1下桁16b、16Cおよ
び上桁17bの部分を線図的に表わしたもので、桁17
bに荷重Wがかかったときの桁17bに生じる撓みδ1
は、 ここで移動荷重Wが支点19b又は19aのとき、即ち
l、=Oまたはl、=1のときの変位δ。
Figure 3 is a diagrammatic representation of the pier 15b1 lower girders 16b, 16C and upper girder 17b in Figure 2.
Deflection δ1 that occurs in girder 17b when load W is applied to b
is the displacement δ when the moving load W is at the fulcrum 19b or 19a, that is, when l,=O or l,=1.

を算出すると、(6)式より となり、荷重点Wの撓みが支点19bおよび19a又は
上桁17bの中央点の撓みの91咎程度となることがわ
かる。
When calculated, it is obtained from equation (6), and it can be seen that the deflection at the load point W is about 91 degrees of the deflection at the fulcrums 19b and 19a or the center point of the upper girder 17b.

さらに本発明による車両用軌道の効果を特徴づけるため
に第4図に示す従来の軌道における車両荷重による撓み
の軌跡を説明する。
Furthermore, in order to characterize the effects of the vehicle track according to the present invention, the locus of deflection due to the vehicle load on the conventional track shown in FIG. 4 will be explained.

同図は一つの桁20をピアに支点21で支持した場合を
示す。
The figure shows a case where one girder 20 is supported by a fulcrum 21 on a pier.

桁20に荷重Wがかかることにより、斜線部Xで示すよ
うな軌跡をもって車両が大きく上下方向の変位を受ける
ことになる。
When the load W is applied to the girder 20, the vehicle is subjected to a large displacement in the vertical direction along a trajectory as shown by the shaded area X.

これに対し、本発明による軌道においては、第5図に示
すように上桁17bと下桁16b、16aの荷重Wによ
る撓みが合成され、あたかも荷重Wが作用して移動する
とき、桁の撓みが斜線部Xに示す波形軌跡で走行する。
On the other hand, in the track according to the present invention, as shown in FIG. 5, the deflection due to the load W of the upper girder 17b and the lower girder 16b, 16a is combined, and when the girder moves under the load W, the deflection of the girder The vehicle travels along the waveform locus shown in the shaded area X.

このことから走行車両に対する加振が減少するほかに軌
道のどの位置でも軌道のばね常数がほぼ等しくなる。
As a result, not only the vibration to the running vehicle is reduced, but also the spring constant of the track is almost the same at any position on the track.

したがって、第1図に示す常電導磁気浮上車のように電
流リップルによる車両浮上刃に基本同波数加振を有する
車両のような場合でも、容易に共振振動を逃げることが
できる。
Therefore, even in the case of a vehicle such as the normally conductive magnetic levitation vehicle shown in FIG. 1, in which the vehicle levitation blade is basically vibrated at the same wave number due to current ripple, resonance vibration can be easily avoided.

第6図の実施例では、各上桁17a、17b*17cが
支点18a、18bを介して下桁16b。
In the embodiment shown in FIG. 6, each of the upper girders 17a, 17b*17c connects to the lower girder 16b via fulcrums 18a, 18b.

16cに乗っているとともに、各ピア15a。16c and each pier 15a.

15b、15cとの間にばね22at22b*22Cを
設けている。
A spring 22at22b*22C is provided between 15b and 15c.

この実施例においては、上桁17 a p 17 b
In this example, upper digits 17 a p 17 b
.

17cがばね22a 、22b 、22cを介して直接
各ピア15a 、 1 sb 、 15cにも乗った構
造なので、上桁17 a s 17 b t 17 c
は桁自体の剛性とばね22a、22b、22cとの合成
ばね常数が下桁16 a 、16 b p 16 cの
ほぼ2倍になるように配慮されている。
Since the structure is such that 17c is directly mounted on each peer 15a, 1sb, 15c via springs 22a, 22b, 22c, the upper girder 17a s 17b t 17c
is designed so that the composite spring constant of the stiffness of the girder itself and the springs 22a, 22b, and 22c is approximately twice that of the lower girder 16a, 16b p16c.

したがって上桁17 a t 17 b t 17 c
は第2図の実施例)こ比し剛性の低い構造とすることが
できるため軌道の荷重による変形形態がやや異なるもの
とすることができ、荷重点移動による撓み変化をより小
さくすることが可能である。
Therefore, upper digit 17 a t 17 b t 17 c
(Example shown in Figure 2) Since the structure can be made with lower rigidity, the form of deformation due to the load on the track can be made slightly different, and the change in deflection due to the movement of the load point can be made smaller. It is.

第7図の実施例は上桁17および下桁16の具体的な構
造の実施例を示し、上桁17の下方に向って開口する構
造とし、その中に下桁16が入って組み合わせてコンパ
クト化にし、桁の全体的な高さを低くしたものである。
The embodiment shown in FIG. 7 shows an example of the specific structure of the upper girder 17 and the lower girder 16. The upper girder 17 has a structure that opens downward, and the lower girder 16 is inserted therein to make it compact. The overall height of the girder was reduced.

上桁17と下桁16との支持点19は、下桁16の下面
板の延長部16′との間に設けて上桁17を支持する構
造を採用している。
A support point 19 between the upper girder 17 and the lower girder 16 is provided between the extension portion 16' of the bottom plate of the lower girder 16 to support the upper girder 17.

第8図の実施例は第7図の桁構造とピア15との構築関
係を示すものである。
The embodiment shown in FIG. 8 shows the constructional relationship between the girder structure shown in FIG. 7 and the pier 15.

また第7図および第8図の実施例では上桁17が下方に
開口しているのでモルレールのような側面車輪による側
方力をうける時などに断面側で変形が弱いと考えられる
Furthermore, in the embodiments shown in FIGS. 7 and 8, since the upper girder 17 is opened downward, it is thought that deformation on the cross-sectional side is weak when receiving lateral force from side wheels such as a mole rail.

したがって、必要に応じては、下桁16の側板に穴をあ
け、この穴を通して上桁17の左右側板を部分的に結合
材で結ぶことにより、断面形状変形を防止することが考
えられる。
Therefore, if necessary, it may be possible to prevent cross-sectional shape deformation by drilling holes in the side plates of the lower spar 16 and partially connecting the left and right side plates of the upper spar 17 with a binding material through these holes.

以上のように本発明によれば、地上に直立するピアで支
持される下桁と車両の軌道桁となる上桁との組合せより
なり、上桁と下桁との支持点を下桁とピアとの支持点よ
りずれた位置に設定したことにより、車両の走行時に上
桁に作用する車両荷重がどの位置に作用したときでも、
軌道の総合撓みがほぼ均等となり、走行車両に対する加
振を有効に減少させることができ、又常電導磁気浮上車
のように電流リップルによる車両浮上刃に基本周波数加
振を有する車両の場合でも容易に共振振動を避けること
ができて車両の走行に安全な車両用軌道を得ることがで
きる。
As described above, according to the present invention, the lower girder is a combination of the lower girder supported by a pier standing upright on the ground and the upper girder serving as a track girder for the vehicle, and the support point of the upper girder and the lower girder is connected to the lower girder and the pier. By setting it at a position offset from the support point of the upper girder, no matter where the vehicle load that acts on the upper girder is applied when the vehicle is running,
The total deflection of the track becomes almost uniform, making it possible to effectively reduce the excitation to traveling vehicles, and it is easy to use even in the case of vehicles that have fundamental frequency excitation on the vehicle levitation blade due to current ripples, such as normal conductive magnetic levitation vehicles. It is possible to avoid resonance vibrations and obtain a safe vehicle track for vehicle travel.

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

第1図は本発明の車両用軌道を走行する車両の一実施例
を常電導磁気浮上車で示した断面図、第2図は本発明の
車両用軌道の一実施例を示す構造図、第3図はその車両
用軌道の荷重による撓みを説明するための説明図、第4
図は一般的な軌道における荷重による撓みの軌道を示す
説明図、第5図は第3図の本発明による車両用軌道の車
両荷重による撓みの軌跡を示す説明図、第6図は本発明
による車両用軌道の他の実施例を示す構成図、第7図は
本発明による車両用軌道の具体的構造の一実施例を示す
構成図、第8図は第7図の軌道を使用した車両用軌道の
全体構成図である。 1・・・・・・車体、3・・・・・・台車、152・・
・・・ピア、16・・・・・・下桁、17・・・・・・
上桁(軌道桁)、18,19・・・・・・支持点、22
・・・・・・強性支持装置。
FIG. 1 is a sectional view showing an embodiment of a vehicle running on a vehicle track according to the present invention using a normal conductive magnetic levitation vehicle; FIG. 2 is a structural diagram showing an embodiment of a vehicle track according to the present invention; Figure 3 is an explanatory diagram for explaining the deflection due to the load of the vehicle track, and Figure 4
The figure is an explanatory diagram showing the trajectory of deflection due to the load on a general track, FIG. 5 is an explanatory diagram showing the trajectory of deflection due to the vehicle load of the vehicle track according to the present invention in FIG. 3, and FIG. FIG. 7 is a block diagram showing one embodiment of the specific structure of the vehicle track according to the present invention. FIG. 8 is a block diagram showing another embodiment of the vehicle track according to the present invention. FIG. 2 is an overall configuration diagram of a trajectory. 1...car body, 3...bogie, 152...
...Pier, 16...Lower digit, 17...
Upper girder (orbit girder), 18, 19...Support point, 22
...Strong support device.

Claims (1)

【特許請求の範囲】 1 地上に直立するピアで支持される下桁と車両の軌道
桁となる上桁との組合せよりなり、上桁と下桁との支持
点を下桁とピアとの支持点よりずれた位置に設定したこ
とを特徴とする車両用軌つ凰2 ピアで支持される下桁
の中央部に上桁の支持点を設定し、上桁の曲げ剛性を下
桁の曲げ剛性に対してほぼ2倍にしたことを特徴とする
特許請求の範囲第1項記載の車両用軌嵐 3 地上に直交するピアで支持される下桁と車両の軌道
桁となる上桁との組合せよりなり、上桁と下桁との支持
点を下桁とピアとの支持点よりずれた位置に設定すると
ともに、ピアに設けた弾性支持装置で上桁を並列に支持
したことを特徴とする車両用軌道。
[Claims] 1. Consisting of a combination of a lower girder supported by a pier standing upright on the ground and an upper girder serving as a track girder for a vehicle, the support point of the upper girder and lower girder is supported by the lower girder and the pier. The support point of the upper girder is set at the center of the lower girder supported by the pier, and the bending rigidity of the upper girder is equal to the bending rigidity of the lower girder. A combination of a lower girder supported by a pier perpendicular to the ground and an upper girder serving as a vehicle track girder according to claim 1, characterized in that the rail girder is approximately twice as large as the track girder of the vehicle. The supporting point of the upper girder and the lower girder is set at a position shifted from the supporting point of the lower girder and the pier, and the upper girder is supported in parallel by an elastic support device provided on the pier. Tracks for vehicles.
JP9579676A 1976-08-11 1976-08-11 vehicle track Expired JPS5833321B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9579676A JPS5833321B2 (en) 1976-08-11 1976-08-11 vehicle track

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9579676A JPS5833321B2 (en) 1976-08-11 1976-08-11 vehicle track

Publications (2)

Publication Number Publication Date
JPS5322208A JPS5322208A (en) 1978-03-01
JPS5833321B2 true JPS5833321B2 (en) 1983-07-19

Family

ID=14147395

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9579676A Expired JPS5833321B2 (en) 1976-08-11 1976-08-11 vehicle track

Country Status (1)

Country Link
JP (1) JPS5833321B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63154323U (en) * 1987-03-31 1988-10-11

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55159323A (en) * 1979-04-28 1980-12-11 Hiroshi Teramachi Linear ball bearing and manufacture of the same
JPS5865320A (en) * 1981-10-13 1983-04-19 Tsubakimoto Seikou:Kk Ball spline bearing
JPS59155617A (en) * 1983-02-21 1984-09-04 Tsubakimoto Seikou:Kk Ball spline
JPS59187112A (en) * 1983-04-08 1984-10-24 A S K:Kk Ball bearing for linear movement shaft
JP5149853B2 (en) * 2009-03-31 2013-02-20 大成建設株式会社 Construction method of track girder, box girder and box girder for straddle type monorail

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63154323U (en) * 1987-03-31 1988-10-11

Also Published As

Publication number Publication date
JPS5322208A (en) 1978-03-01

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