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JP6230833B2 - Suppression method for vehicle body ups and downs of slab track trains - Google Patents

Suppression method for vehicle body ups and downs of slab track trains Download PDF

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JP6230833B2
JP6230833B2 JP2013143343A JP2013143343A JP6230833B2 JP 6230833 B2 JP6230833 B2 JP 6230833B2 JP 2013143343 A JP2013143343 A JP 2013143343A JP 2013143343 A JP2013143343 A JP 2013143343A JP 6230833 B2 JP6230833 B2 JP 6230833B2
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train
vehicle body
slab
frame
slab track
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JP2015017370A (en
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豊 佐久間
豊 佐久間
能生 菅原
能生 菅原
清高 小木曽
清高 小木曽
光彦 久保田
光彦 久保田
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Railway Technical Research Institute
East Japan Railway Co
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Railway Technical Research Institute
East Japan Railway Co
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Description

本発明は、鉄道線路における列車走行時のスラブ軌道の列車の車体上下動揺抑制方法に関するものである。   The present invention relates to a method for suppressing vehicle body up-and-down shaking of a train on a slab track when traveling on a railroad track.

従来、列車走行時、枠型スラブ軌道区間で14Hzの上下動揺発生が明らかになった(下記非特許文献1参照)。   Conventionally, when a train travels, it has been revealed that a 14 Hz vertical oscillation occurs in a frame-type slab track section (see Non-Patent Document 1 below).

そこで、枠型スラブの枠内の空間を、埋めたところ、メカニズムは不明であるが、列車の車体上下動揺を抑制することができた。   Therefore, when the space in the frame of the frame-type slab was filled, the mechanism was unknown, but it was possible to suppress the up and down movement of the train body.

久保田,「トンネル区間における動揺対策の一考察」,日本鉄道施設協会誌,2013.1Kubota, “A Study on Countermeasures for Shaking in Tunnel Section”, Journal of Japan Railway Facilities Association, 2013.1 L.C.Fang,D.Nicolaou and J.W.Cleaver,Transient removal of a contaminated fluid from a cavity,International Journal of Heat and Fluid Flow,Vol.20,No.6 ,1999,pp.605−613.L. C. Fang, D.C. Nicolaou and J.M. W. Cleaner, Transient Removable of Contaminated Fluid from Cavity, International Journal of Heat and Fluid Flow, Vol. 20, no. 6, 1999, pp. 605-613.

上記したように、枠型スラブの枠内を埋めたところ、メカニズムは不明であるが、列車の車体上下動揺を抑制することができることに基づいて、そのメカニズムを明らかにするとともに、その枠型スラブ軌道区間の列車走行時のスラブ軌道の列車の車体上下動揺を抑制する検討を行った。   As described above, when the frame of the frame-type slab is filled, the mechanism is unknown, but based on the ability to suppress the up and down motion of the train body, the mechanism is clarified and the frame-type slab A study was conducted to suppress the up-and-down motion of the train on the slab track during the running of the train in the track section.

本発明は、上記状況に鑑みて、列車走行時の枠型スラブ軌道における列車通過時の空気圧力変化を算定することにより列車の車体上下動揺対策方法を明確化し、より簡易な方法で列車の車体上下動揺を抑制することができる列車走行時のスラブ軌道の列車の車体上下動揺抑制方法を提供することを目的とする。 In view of the above situation, the present invention clarifies the vehicle body up-and-down shaking countermeasure method by calculating the air pressure change at the time of passing the train on the frame-type slab track at the time of train traveling , and the train body of the train by a simpler method. It is an object of the present invention to provide a method for suppressing vertical movement of a vehicle body of a train on a slab track that can suppress vertical movement.

本発明は、上記目的を達成するために、
〔1〕列車走行時のスラブ軌道の列車の車体上下動揺抑制方法において、枠型スラブのキャビティへの空気の流れを阻害する阻害手段を設置することにより、空気力によ列車の車体上下動揺を抑制する列車走行時のスラブ軌道の列車の車体上下動揺抑制方法であって、前記阻害手段を、キャビティの深さD,長さLとしたときに、L/Dが4以下となるように設置することを特徴とする。
In order to achieve the above object, the present invention provides
[1] In a train method vehicle vertical fluctuation suppression of slab track during a train running by installing the inhibition means for inhibiting the flow of air into the frame slab cavity, the vehicle body vertical sway train Ri by the air force A vehicle body up-and-down swing suppression method for a train on a slab track during travel of the train, where L / D is 4 or less when the blocking means is a cavity depth D and length L. It is characterized by installing.

〔2〕上記〔1〕記載の列車走行時のスラブ軌道の列車の車体上下動揺抑制方法であって、前記阻害手段が前記枠型スラブの型枠空間への空気の流れを阻害する仕切り板であることを特徴とする。 [2] The vehicle body up-and-down swing suppression method for a train on a slab track during train traveling as described in [1] above, wherein the blocking means is a partition plate that blocks air flow to the frame space of the frame slab. It is characterized by being.

〔3〕上記〔1〕記載の列車走行時のスラブ軌道の列車の車体上下動揺抑制方法であって、前記阻害手段が前記枠型スラブの型枠空間への空気の流れを阻害するバラストであることを特徴とする列車走行時のスラブ軌道の列車の車体上下動揺抑制方法。 [3] The method of suppressing the vehicle body up-and-down shaking of the train on the slab track at the time of running the train according to [1], wherein the inhibition means is a ballast that inhibits an air flow into a formwork space of the formwork slab. A vehicle body up-and-down swing suppression method for a slab track train.

〔4〕上記〔1〕記載の列車走行時のスラブ軌道の列車の車体上下動揺抑制方法であって、前記阻害手段が前記枠型スラブの型枠空間への空気の流れを阻害するバラストと仕切り板の組み合わせであることを特徴とする。 [4] The vehicle body up-and-down fluctuation suppressing method of the train on the slab track during the train traveling as described in [1] above, wherein the inhibition means inhibits the flow of air to the formwork space of the frame-type slab. It is a combination of plates.

本発明によれば、列車走行時のスラブ軌道における圧力変動低減対策について、枠型スラブの枠内の空間を全て埋める必要は無く、その空間への空気の流れを阻害するように阻害手段を設置することにより、空気力による列車の車体上下動揺低減効果が得られ、空気力による列車の車体上下動揺の問題を解決することができる。   According to the present invention, it is not necessary to fill the entire space in the frame of the frame-type slab with respect to the pressure fluctuation reduction measures on the slab track during train travel, and the inhibiting means is installed so as to inhibit the air flow into the space. By doing so, the effect of reducing the up and down motion of the train body due to the aerodynamic force can be obtained, and the problem of the up and down motion of the train body due to the aerodynamic force can be solved.

本発明にかかる列車走行時のスラブ軌道を示す図面代用写真である。It is a drawing substitute photograph which shows the slab track | truck at the time of the train travel concerning this invention. 本発明に係る列車走行時のスラブ軌道における圧力変動低減対策工法を示す模式図である。It is a schematic diagram which shows the pressure fluctuation reduction countermeasure construction method in the slab track | truck at the time of the train travel which concerns on this invention. 車両下面、レールおよびスラブ軌道の位置関係および流れモデルの模式図である。It is a schematic diagram of the positional relationship and flow model of a vehicle lower surface, a rail, and a slab track. 定常キャビティ流れの2次元数値計算例を示す図である。It is a figure which shows the 2-dimensional numerical calculation example of a steady cavity flow. 本発明の第1〜第5実施例を示す列車走行時のスラブ軌道の列車の車体上下動揺抑制方法を示す模式図である。It is a schematic diagram which shows the vehicle body up-and-down fluctuation suppression method of the train of the slab track at the time of train travel which shows the 1st-5th Example of this invention.

本発明の列車走行時のスラブ軌道の列車の車体上下動揺抑制方法は、枠型スラブのキャビティへの空気の流れを阻害する阻害手段を設置することにより、空気力によ列車の車体上下動揺を抑制する列車走行時のスラブ軌道の列車の車体上下動揺抑制方法であって、前記阻害手段を、キャビティの深さD,長さLとしたときに、L/Dが4以下となるように設置する。 Vehicle vertical fluctuation suppression method for slab track during a train traveling train of the present invention, by installing the inhibition means for inhibiting the flow of air into the frame slab cavity, the vehicle body vertical sway train Ri by the air force A vehicle body up-and-down swing suppression method for a train on a slab track during travel of the train, where L / D is 4 or less when the blocking means is a cavity depth D and length L. Install .

以下、本発明の実施の形態について詳細に説明する。   Hereinafter, embodiments of the present invention will be described in detail.

図1は本発明にかかる列車走行時のスラブ軌道を示す図面代用写真、図2は本発明に係る列車走行時のスラブ軌道における圧力変動低減対策工法を示す模式図であり、図2(a)はレール長手方向の断面図、図2(b)はまくらぎ方向の断面図である。   FIG. 1 is a drawing-substituting photograph showing a slab track during train traveling according to the present invention, and FIG. 2 is a schematic diagram showing a method for reducing pressure fluctuations in the slab track during train traveling according to the present invention. Is a sectional view in the rail longitudinal direction, and FIG. 2B is a sectional view in the sleeper direction.

図1において、1はレール、2は枠型スラブ軌道、3は枠型スラブ軌道2の空間(キャビティ)である。   In FIG. 1, 1 is a rail, 2 is a frame-type slab track, and 3 is a space (cavity) of the frame-type slab track 2.

また、図2において、5は路盤、6は枠型スラブ板、7は阻害手段(バラスト,PC板など)、8は枠型スラブ6の型枠空間(キャビティ)、9はレールである。また、阻害手段の材料についても上記したものに限定されるものではない。 In FIG. 2, 5 is a roadbed, 6 is a frame-type slab plate, 7 is a blocking means (ballast, PC plate, etc.), 8 is a frame space (cavity) of the frame-type slab plate 6, and 9 is a rail. Further, the material of the inhibiting means is not limited to the above.

図3は車両下面、レールおよびスラブ軌道の位置関係および流れモデルの模式図、図4は定常キャビティ流れの2次元数値計算例を示す図であり、図4(a)はキャビティの長さL/深さD=1の場合、図4(b)はキャビティの長さL/深さD=4の場合を示す図である。   FIG. 3 is a schematic diagram of the positional relationship and flow model of the vehicle lower surface, rail and slab track, FIG. 4 is a diagram showing a two-dimensional numerical calculation example of the steady cavity flow, and FIG. When the depth D = 1, FIG. 4B is a diagram showing the case where the cavity length L / depth D = 4.

図3において、11は路盤、12は枠型スラブ板、13は空間(キャビティ)、14はレール、15は車体である。   In FIG. 3, 11 is a roadbed, 12 is a frame-type slab board, 13 is a space (cavity), 14 is a rail, and 15 is a vehicle body.

車体15下面の流れは、図3に示すような状態であることが推定された。そこで、このモデルに基づき、圧力変動を生み出す流れのメカニズムの観点から圧力変動低減対策を検討した。   It was estimated that the flow on the lower surface of the vehicle body 15 was in the state shown in FIG. Therefore, based on this model, pressure fluctuation reduction measures were examined from the viewpoint of the flow mechanism that generates pressure fluctuations.

モデルでは、車体15下面のずり運動によりせん断流が励起され、その流が枠型スラブ板12の枠内の空間(キャビティ)13に流れ込むことにより圧力変動が発生していると推定された。そこで、このせん断流が枠型スラブ板12の枠内の空間(キャビティ)13に流れ込まない対策を講じれば良いと考えられる。   In the model, it was estimated that the shear flow was excited by the shearing motion of the lower surface of the vehicle body 15 and the flow flowed into the space (cavity) 13 in the frame of the frame-type slab plate 12 to cause pressure fluctuation. Therefore, it is considered that measures should be taken so that this shear flow does not flow into the space (cavity) 13 in the frame of the frame-type slab plate 12.

空間(キャビティ)13上に流れが存在する場合、その空間(キャビティ)13内の流れは、その深さDと長さLなどにより変化する。その一例を図4に示す。図4は2次元数値計算例(前記非特許文献2参照)であり実線は流線を表す。図4において、空間(キャビティ)13の深さDと長さLの比L/Dが数倍(図4では4倍)程度までは、空間(キャビティ)13内に回転流れが発生することにより、流路の流れが空間(キャビティ)13内に流れ込み難い状態であることが確認されている。このことから、圧力変動低減対策について、枠型スラブ板12の枠内の空間(キャビティ)13を全て埋める必要はなく、空間(キャビティ)13への流れを阻害するように阻害手段(バラストや仕切り板)を設置すれば、低減効果が得られると考えられる。   When a flow exists in the space (cavity) 13, the flow in the space (cavity) 13 varies depending on the depth D, the length L, and the like. An example is shown in FIG. FIG. 4 is a two-dimensional numerical calculation example (see Non-Patent Document 2), and the solid line represents a streamline. In FIG. 4, until the ratio L / D of the depth D and the length L of the space (cavity) 13 is several times (four times in FIG. 4), a rotational flow is generated in the space (cavity) 13. It has been confirmed that the flow of the flow path is difficult to flow into the space (cavity) 13. For this reason, it is not necessary to fill all the spaces (cavities) 13 in the frame of the frame-type slab plate 12 as a countermeasure for reducing pressure fluctuations, and obstructing means (ballasts and partitions) are used to inhibit the flow into the spaces (cavities) 13. It is considered that a reduction effect can be obtained by installing a plate.

図5は本発明の第1〜第5実施例を示す列車走行時のスラブ軌道の列車の車体上下動揺抑制方法を示す模式図である。   FIG. 5 is a schematic diagram showing a vehicle body up-and-down shaking suppression method for a train on a slab track during train traveling according to the first to fifth embodiments of the present invention.

この図において、21は路盤、22は枠型スラブ板、23は阻害手段(バラストPC板など)、24は空間(キャビティ)、25はレール、26,26′,26″は仕切り板である。 In this figure, 21 is a roadbed, 22 is a frame-type slab plate, 23 is a blocking means ( ballast , PC plate, etc.) , 24 is a space (cavity), 25 is a rail, 26, 26 ', and 26 "are partition plates .

図5の枠型スラブ板の模式図から、枠型スラブ板の枠内の空間深さD=210mm、長さL=2900mmより、その比はL/D=13.8である。枠型スラブ板の枠内の空間への流れを阻害するためには、この比L/D=13.8を数倍程度にすれば良いと考えられる。このことから、例えば、図5のような対策が考えられる。図5(a)の第1実施例、図5(b)の第2実施例は、枠型スラブ板22の枠内の空間を埋める対策「バラスト充填」や「PC板設置」で、空間全体を埋めるのではなく、深さDの数倍程度の間隔(長さL)をあけて設置する方法である。図5(c)の第3実施例では、枠型スラブ板22の枠内の空間24を仕切り板で複数の空間(キャビティ)24に区切るようにしてもよい。図5(d)の第4実施例や図5(e)の第5実施例では、バラスト23や仕切り板26,26′,26″を組み合わせる方法である。   From the schematic diagram of the frame-type slab plate in FIG. 5, the space depth D = 210 mm and the length L = 2900 mm in the frame of the frame-type slab plate, the ratio is L / D = 13.8. In order to inhibit the flow of the frame-type slab plate to the space in the frame, it is considered that this ratio L / D = 13.8 should be several times. From this, for example, a countermeasure as shown in FIG. 5 can be considered. The first embodiment shown in FIG. 5A and the second embodiment shown in FIG. 5B are the measures “ballast filling” and “PC board installation” for filling the space in the frame of the frame-type slab plate 22, and the entire space. Are not installed, but are installed with an interval (length L) of several times the depth D. 5C, the space 24 in the frame of the frame-type slab plate 22 may be divided into a plurality of spaces (cavities) 24 by a partition plate. In the fourth embodiment shown in FIG. 5D and the fifth embodiment shown in FIG. 5E, the ballast 23 and the partition plates 26, 26 ′, and 26 ″ are combined.

なお、上記した実施例における寸法においては、一例として記載したものであり、これに限定されるものではなく、他の寸法であっても良いことは言うまでもない。   In addition, in the dimension in the above-mentioned Example, it described as an example, it is not limited to this, It cannot be overemphasized that another dimension may be sufficient.

本発明によれば、列車走行時のスラブ軌道における圧力変動低減対策について、枠型スラブの枠内の空間を全て埋める必要は無く、その空間への空気の流れを阻害するように阻害手段を設置することにより、空気力による列車の車体上下動揺低減効果が得られ、空気力による列車の車体上下動揺を阻止することができる。   According to the present invention, it is not necessary to fill the entire space in the frame of the frame-type slab with respect to the pressure fluctuation reduction measures on the slab track during train travel, and the inhibiting means is installed so as to inhibit the air flow into the space. By doing so, the effect of reducing the up and down motion of the train body due to the aerodynamic force can be obtained, and the up and down motion of the train body due to the aerodynamic force can be prevented.

なお、本発明は上記実施例に限定されるものではなく、本発明の趣旨に基づき種々の変形が可能であり、これらを本発明の範囲から排除するものではない。   In addition, this invention is not limited to the said Example, Based on the meaning of this invention, a various deformation | transformation is possible and these are not excluded from the scope of the present invention.

本発明の列車走行時のスラブ軌道の列車の車体上下動揺抑制方法は、枠型スラブの枠内の空間への空気の流れを阻害するように阻害手段を設置することにより、空気力による列車の車体上下動揺低減効果が得られ、空気力による列車の車体上下動揺の問題を解決する列車走行時のスラブ軌道の列車の車体上下動揺抑制方法として利用可能である。   The vehicle body up-and-down fluctuation suppression method of a train on a slab track of the present invention when traveling by installing a blocking means so as to block the flow of air to the space in the frame of the frame-type slab, It can be used as a vehicle body up-and-down vibration suppression method for a train on a slab track when the train travels, which can provide a vehicle body up-and-down vibration reduction effect and solves the problem of the vehicle body up-and-down vibration caused by aerodynamic forces.

,9,14,25 レール
2 枠型スラブ軌道
3,13,24 枠型スラブ軌道の空間(キャビティ)
5,11,21 路盤
6,12,22 枠型スラブ板
7,23 空間(キャビティ)への空気の流れを阻害する阻害手段
枠型スラブ板6の型枠空間(キャビティ)
15 車体
26,26′,26″ 仕切り板
1 , 9, 14 , 25 rail 2 Frame type slab track 3 , 13 , 24 Space (cavity) of frame type slab track
5, 11 , 21 Roadbed
6, 12 , 22 Frame type slab board
7,23 Inhibiting means to inhibit air flow to space (cavity)
Formwork space (cavity) of 8- frame slab plate 6
15 Car body 26, 26 ', 26 "partition plate

Claims (4)

枠型スラブのキャビティへの空気の流れを阻害する阻害手段を設置することにより、空気力によ列車の車体上下動揺を抑制する列車走行時のスラブ軌道の列車の車体上下動揺抑制方法であって、前記阻害手段を、キャビティの深さD,長さLとしたときに、L/Dが4以下となるように設置することを特徴とする列車走行時のスラブ軌道の列車の車体上下動揺抑制方法。 By installing the inhibition means for inhibiting the flow of air into the frame slab cavity, there in the vehicle body vertical fluctuation suppression method train slab track number when suppressing a train traveling on a vehicle body vertical sway train Ri by the air force The obstruction means is installed so that L / D is 4 or less when the depth D and the length L of the cavity are set. Suppression method. 請求項1記載の列車走行時のスラブ軌道の列車の車体上下動揺抑制方法であって、前記阻害手段が前記枠型スラブの型枠空間への空気の流れを阻害する仕切り板であることを特徴とする列車走行時のスラブ軌道の列車の車体上下動揺抑制方法。 2. The method of suppressing the vehicle body up-and-down shaking of a train on a slab track during train travel according to claim 1, wherein the inhibiting means is a partition plate that inhibits air flow to a formwork space of the frame-type slab. The vehicle body up-and-down shaking suppression method of the train of the slab track at the time of train driving. 請求項1記載の列車走行時のスラブ軌道の列車の車体上下動揺抑制方法であって、前記阻害手段が前記枠型スラブの型枠空間への空気の流れを阻害するバラストであることを特徴とする列車走行時のスラブ軌道の列車の車体上下動揺抑制方法。 The vehicle body up-and-down swing suppression method for a train on a slab track during train travel according to claim 1, wherein the inhibition means is a ballast that inhibits the flow of air into the formwork space of the formwork slab. For suppressing vertical movement of a train on a slab track when the train is running. 請求項1記載の列車走行時のスラブ軌道の列車の車体上下動揺抑制方法であって、前記阻害手段が前記枠型スラブの型枠空間への空気の流れを阻害するバラストと仕切り板の組み合わせであることを特徴とする列車走行時のスラブ軌道の列車の車体上下動揺抑制方法。 The method of suppressing vehicle body up-and-down oscillation of a train on a slab track during train travel according to claim 1, wherein the inhibiting means is a combination of a ballast and a partition plate that inhibits the flow of air to the formwork space of the frame-type slab. A method for suppressing vehicle body up-and-down shaking of a train on a slab track when the train is running.
JP2013143343A 2013-07-09 2013-07-09 Suppression method for vehicle body ups and downs of slab track trains Expired - Fee Related JP6230833B2 (en)

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