JPH0823121B2 - Repair method and repair device for ballast ballast for high-speed railway - Google Patents
Repair method and repair device for ballast ballast for high-speed railwayInfo
- Publication number
- JPH0823121B2 JPH0823121B2 JP5148770A JP14877093A JPH0823121B2 JP H0823121 B2 JPH0823121 B2 JP H0823121B2 JP 5148770 A JP5148770 A JP 5148770A JP 14877093 A JP14877093 A JP 14877093A JP H0823121 B2 JPH0823121 B2 JP H0823121B2
- Authority
- JP
- Japan
- Prior art keywords
- ballast
- shaped
- vibrating body
- flat plate
- sleepers
- 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 - Fee Related
Links
- 238000000034 method Methods 0.000 title claims description 15
- 239000010410 layer Substances 0.000 claims description 26
- 239000002344 surface layer Substances 0.000 claims description 9
- 230000035515 penetration Effects 0.000 claims description 2
- 239000002245 particle Substances 0.000 description 13
- 241001669679 Eleotris Species 0.000 description 11
- 239000010419 fine particle Substances 0.000 description 4
- 238000002474 experimental method Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 244000191761 Sida cordifolia Species 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- Machines For Laying And Maintaining Railways (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、新幹線等の高速鉄道用
バラス道床の補修方法とこれに使用する補修装置の改良
に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of repairing a ballast ballast for a high-speed railway such as a Shinkansen and an improvement of a repair device used for the method.
【0002】[0002]
【従来の技術】近年新幹線等の高速鉄道においては、列
車走行速度の高速化が図られ、時速300km/hrを
越える高速運行が行われるようになっている。ところ
が、列車の高速化に伴って、車輌や道床の各部門に於い
て様々な問題が起生しつつあり、特にバラス道床部門に
あっては、バラスの飛散による車輌の損傷や線路近辺民
衆や民家への危害の発生が重大な問題となっている。2. Description of the Related Art In recent years, in high-speed railways such as Shinkansen, the train traveling speed has been increased and high-speed operation exceeding 300 km / hr has been performed. However, with the speeding up of trains, various problems are starting to occur in each department of vehicles and roadbeds.In particular, in the ballast roadbed department, the damage of vehicles due to the scattering of the ballas and the people near the track The occurrence of harm to private houses has become a serious problem.
【0003】即ち、高速鉄道用の軌道道床は、通常マル
チプルタイタンパーを用いて補修整備されている。しか
し、マルチプルタイタンパーでバラス道床を搗き固めし
た場合にはバラス細片の発生が不可避であり、且つこの
発生したバラス細片は、主として道床バラスの上方部へ
浮上し、バラス表層部にその大多数が存在することにな
る。That is, a track bed for a high-speed railway is usually repaired by using a multiple tie tamper. However, when the ballast ballast is hardened with a multiple tie tamper, it is inevitable that the ballast debris is generated, and the generated ballast debris mainly floats above the ballast ballast and is large on the ballast surface layer. There will be many.
【0004】一方、列車の走行速度が300km/hr
若しくはこれを越える程度の高速になると、枕木間や枕
木の両側に敷設された道床バラスの外表部に存在する細
径バラス(粒径約20〜30mmφ以下のもの)や、枕
木の上面に存在するバラスが風圧によって巻き上げら
れ、これが車体等へ衝突して外方へ飛散されることにな
る。On the other hand, the traveling speed of the train is 300 km / hr.
Or, at high speeds beyond this, small-diameter balls (having a particle size of about 20 to 30 mmφ or less) existing on the outer surface of the roadbed balls laid between the sleepers or on both sides of the sleepers, or on the upper surface of the sleepers. The balas is rolled up by wind pressure, collides with the vehicle body, and is scattered outward.
【0005】一方、道床バラスの飛散を防止するため、
先ず最初に採用された対策は、枕木上面とほぼ同一レベ
ルにまで敷設していたバラスの敷設高さを、枕木上面よ
り約50mm程度下げると共に、枕木上面に乗っている
バラスを下方へ落とし、これによってバラス細片の飛散
を防止する方法である。しかし、当該バラスの敷設高さ
を下げる方法は、所謂道床抵抗の減少を来して線路に狂
を生じ易くなるうえ、バラスの飛散を完全に防止するこ
とが出来ないと云う難点がある。On the other hand, in order to prevent scattering of the ballast ballast,
The first measure that was adopted was to lower the laying height of the ballast that had been laid to almost the same level as the sleeper upper surface by about 50 mm from the sleeper upper surface, and drop the ballast on the sleeper upper surface downward. This is a method to prevent the scattering of loose particles. However, the method of lowering the laying height of the ballast has a drawback that the so-called roadbed resistance is reduced and the track is liable to be deviated, and the scattering of the ballast cannot be completely prevented.
【0006】そこで、次に採用された方法は、強力な真
空吸引機を用いてバラス道床の外表層部に存在する細径
バラスを吸引し、これを除去する方策である。しかし、
この吸引方法は作業能率が極めて悪いうえ、現実には細
径バラスを完全に除去することが不可能であり、依然と
してバラスの飛散の危険性が残るという難点がある。ま
た、バラス道床の外表面は平滑でないため、ゴム板等の
真空漏れ防止具を使用したとしても吸引口からの真空漏
れが相当大となり、必然的に大容量の真空吸引機を必要
とするという難点がある。Therefore, the method adopted next is a method of using a powerful vacuum suction machine to suction the small diameter ballast existing on the outer surface layer of the ballast bed and remove it. But,
This suction method has a very poor working efficiency, and in reality, it is impossible to completely remove the small diameter ballast, and there is a drawback that the risk of scattering the ballast still remains. Further, since the outer surface of the ballast bed is not smooth, even if a vacuum leak preventer such as a rubber plate is used, the vacuum leak from the suction port will be considerably large, and a large-capacity vacuum suction device is inevitably required. There are difficulties.
【0007】[0007]
【発明が解決しようとする課題】本発明は、従前の高速
鉄道用バラス道床のバラス飛散を防止するための道床補
修に於ける上述の如き問題、即ち道床バラスの敷設レ
ベルを下げる方法は、道床抵抗の低下を来してレールに
狂いを生じるうえ、完全にバラスの飛散を防止すること
が出来ないこと、真空吸引機を用いる方法は作業能率
が極めて悪いうえ、細粒径バラスを完全に除去すること
が不可能であり、且つ大容量の真空吸引機を必要とする
こと等の問題を解決せんとするものであり、道床バラス
の外表層部に存在する細粒径バラスを大粒径バラスの下
方へ沈め込むことにより、列車の高速走行時に於けるバ
ラスの飛散を高能率でしかも完全に防止できるようにし
た高速鉄道用バラス道床の補修方法と、これに使用する
補修装置を提供するものである。DISCLOSURE OF THE INVENTION The present invention provides a method for lowering the laying level of a ballast ballast as described above in a roadbed repair for preventing the ballast scatter of a ballast ballast for a high-speed railway. In addition to reducing the resistance and causing rail deviation, it is not possible to completely prevent scattering of the balls.The method using a vacuum suction machine has extremely poor work efficiency, and fine particles are completely removed. It is not possible to do this, and the problem is that a large-capacity vacuum suction device is required. It also provides a method for repairing ballast ballasts for high-speed railways, which can prevent the scattering of balls during high-speed running of a train with high efficiency and completely by sunk below, and a repair device used for this. It is.
【0008】[0008]
【課題を解決するための手段】本件方法発明は、枕木相
互間のバラス道床内へ、平盤状架台の下面に30〜75
mmの間隔を置いて並列状に突設した高さ50〜200
mmの棒状又はピン状の振動体を、前記平盤状架台の上
面に取付けた振動周波数が50〜250Hzの高周波振
動モータにより振動させ乍ら貫入させ、当該振動体を高
周波振動させることにより前記枕木相互間のバラス道床
の表層部に存在する細径バラスをバラス道床の内層部へ
沈めることを発明の基本構成とするものである。[Means for Solving the Problems] The present invention is a sleeper phase.
30-75 on the underside of the flat plate-shaped platform into the ballast bed
Height of 50 to 200 protruding in parallel at an interval of mm
mm rod-shaped or pin-shaped vibrator on the flat plate
High-frequency vibration with a vibration frequency of 50 to 250 Hz attached to the surface
The basic structure of the invention is to cause the small-diameter ballast existing in the surface layer part of the ballast track between the sleepers to be sunk into the inner layer part of the ballast track by vibrating and penetrating by a dynamic motor and vibrating the vibrating body at a high frequency. To do.
【0009】本件第1装置発明は、平盤状架台と、当該
平盤状架台の下面の枕木相互間の寸法よりも短かい横幅
寸法の部分に、30〜75mmの間隔を置いて並列状に
突設した高さ50〜200mmの棒状又はピン状の振動
体と、平盤状架台の上面に配設した振動周波数が50〜
250Hzの高周波振動モータより成る高周波振動発生
装置と、平盤状架台に弾性体若しくは紐体を介設して取
付けた把持体とから成り、枕木相互間のバラス道床の表
層部に存在する細径バラスをバラス道床の内層部へ沈め
ることを発明の基本構成とするものである。[0009] present first apparatus invention, a flat plate-like pedestal and, the
Width shorter than the dimension between the sleepers on the underside of the flat board
In the dimension part, in a parallel form with a space of 30 to 75 mm
Vibration of protruding rods or pins with a height of 50 to 200 mm
The vibration frequency is 50-
A high-frequency vibration generator consisting of a high-frequency vibration motor 250 Hz, Ri consists a gripper mounted with interposed an elastic or cord body in a flat plate shape frame, table of ballast track bed between sleepers mutual
The small diameter ballast existing in the layer is sunk into the inner layer of the ballast bed.
This is the basic configuration of the invention.
【0010】また、本件第2装置発明は、高速鉄道用バ
ラス道床に設けたレール上を走行する作業用台車と、当
該作業用台車にシリンダー装置を介設して昇降動支持に
支持した起振体支持材と、当該起振体支持材へ紐体若し
くは弾性体を介して吊下支持した起振体とから成り、且
つ前記起振体を、平盤状架台と、平盤状架台の下面の枕
木相互間の寸法よりも短かい横幅寸法の部分に30〜7
5mmの間隔をおいて並列状に突設した高さ50〜20
0mmの棒状又はピン状の振動体と、平盤状架台の上面
に配設した振動周波数が50〜250Hzの高周波振動
モータより成る高周波振動発生装置とより構成し、枕木
相互間のバラス道床の表層部に存在する細径バラスをバ
ラス道床の内層部へ沈めることを発明の基本構成とする
ものである。Further, the second invention of the present invention is to provide a work carriage that travels on a rail provided on a ballast bed of a high-speed railway, and a vibrating body that is supported by a lifting / lowering support through a cylinder device. And a vibrating body suspended from and supported by the vibrating body supporting material via a string body or an elastic body, and
The above-mentioned vibrating body is a flat plate-shaped mount and a pillow under the flat plate-shaped mount.
30 to 7 in the part of the width dimension shorter than the dimension between trees
Height 50 to 20 protruding in parallel at intervals of 5 mm
0 mm rod-shaped or pin-shaped vibrating body and the upper surface of a flat plate-shaped stand
Frequency vibration with a vibration frequency of 50 to 250 Hz
A sleeper composed of a high-frequency vibration generator consisting of a motor
BALANCES between each other
It is the basic constitution of the invention to sunk into the inner layer of the lath track .
【0011】[0011]
【作用】高周波振動発生装置の振動がバラス層内へ貫入
せしめた振動体を介してバラス層内へ伝えられる。高周
波振動を与えられたバラス層は、細粒径のバラスほど振
動力の影響を強く受け、大粒径バラス相互間の間隙を通
して、下方向へ順次移送され、振動体の高さ寸法にほぼ
相当する深さのバラス層内へ沈み込んで行く。The vibration of the high-frequency vibration generator is transmitted to the ballast layer through the vibrating body penetrating into the ballast layer. The finer the grain size of the ballast layer, which is subjected to high-frequency vibration, is more strongly influenced by the vibration force, and is sequentially transferred downward through the gaps between the large grain size balls, which is almost equivalent to the height of the vibrator. It sinks into the depth of the ballas layer.
【0012】[0012]
【実施例】以下、図面に基づいて本発明の実施例を説明
する。図1は本件方法発明の実施に使用する第1の補修
装置の斜面図であり、図2は当該第1の補修装置による
バラス道床の補修状態説明図である。図1及び図2に於
いて、1は高周波振動発生装置(振動モータ)、2は平
盤状架台、3は振動体、4は紐体(又は弾性体)、5は
把持体、6は枕木、7は道床バラス、7aは大粒径バラ
ス、7bは小粒径バラス、8は振動発生装置1と平盤状
架台2と振動体3より成る起振体である。Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a perspective view of a first repair device used for carrying out the method invention, and FIG. 2 is an explanatory view of a repair state of a ballast bed by the first repair device. In FIGS. 1 and 2, 1 is a high-frequency vibration generator (vibration motor), 2 is a flat plate-shaped stand, 3 is a vibrating body, 4 is a string body (or elastic body), 5 is a gripping body, and 6 is a sleeper. , 7 is a roadbed ballast, 7a is a large particle size ballast, 7b is a small particle size ballast, and 8 is a vibrating body composed of a vibration generator 1, a flat plate-shaped mount 2 and a vibrator 3.
【0013】前記高周波振動発生装置1には振動モータ
が使用されており、本実施例では容量1.2kw、回転
数6000〜7200RPMの周波数変換型速度制御装
置を備えた交流モータが使用されている。当該振動モー
タ1の回転子軸の両端部には適宜の重さのウエイトが偏
芯状に固定されており、回転子軸が高速回転をすること
により、モータ本体そのものが前記偏芯ウエイトの遠心
力によって振動をする。また、当該振動モータ1は平盤
状架台2の上面側に支持固定されており、振動モータ1
が回転してサーキュラー状の回転振動をすることによ
り、平盤状架台2と振動体とがモータ1と一体となって
振動をする。A vibration motor is used for the high-frequency vibration generator 1, and in the present embodiment, an AC motor having a frequency conversion type speed controller having a capacity of 1.2 kw and a rotation speed of 6000 to 7200 RPM is used. . Weights of appropriate weights are eccentrically fixed to both ends of the rotor shaft of the vibration motor 1, and the rotor shaft rotates at a high speed so that the motor body itself centrifuges the eccentric weight. It vibrates by force. Further, the vibration motor 1 is supported and fixed on the upper surface side of the flat plate-shaped stand 2, and the vibration motor 1
Is rotated and circularly oscillated, so that the flat plate-shaped base 2 and the vibrating body vibrate together with the motor 1.
【0014】前記振動体3は平盤状架台2の下面側に下
方へ突出せしめた姿勢で固着されており、本実施例では
2枚の板状体(高さ約150mm、長さ約200mm)
が約75mmのピッチで並設されている。尚、当該振動
体3は棒状又はピン状であってもよく、複数本の棒状体
を平盤状架台2の下面から下方へ突設する構成としても
よい。この場合、棒状又はピン状の振動体3は30〜7
5mmの間隔で並列状に突設するのが望ましい。振動体
3の間隔が75mmを越えるとバラス層B内への振動の
伝達が均一に行ない難くなるからであり、また間隔が3
0mmより小さいと、大粒径バラス7aによってバラス
層B内への貫入が阻止され易いからである。 また、棒状
又はピン状の振動体3は平盤状架台2の下面の枕木相互
間の寸法よりも短かい横幅寸法の部分に並列状に突設さ
れており、これによって振動体3は、枕木によって阻止
されることなしに、枕木相互間のバラス層B内へ円滑に
貫入して行くことができる。 The vibrating body 3 is fixed to the lower surface side of the flat plate-shaped mount 2 in a posture of projecting downward, and in this embodiment, two plate-like bodies (height: about 150 mm, length: about 200 mm).
Are arranged side by side at a pitch of about 75 mm. The vibrating body 3 may be rod-shaped or pin-shaped, and a plurality of rod-shaped bodies may be provided so as to project downward from the lower surface of the flat plate-shaped mount 2. In this case, the rod-shaped or pin-shaped vibrator 3 has 30 to 7
It is desirable to project in parallel at intervals of 5 mm. Vibrating body
If the interval of 3 exceeds 75 mm, the vibration in the ballast layer B
This is because it is difficult to achieve uniform transmission, and the spacing is 3
If it is smaller than 0 mm, it will be dispersed by the large grain size ballast 7a.
This is because the penetration into the layer B is easily prevented. Also, rod-shaped
Alternatively, the pin-shaped vibrating body 3 is a mutual sleeper on the lower surface of the flat plate-shaped mount 2.
Projected in parallel in the part of the width dimension shorter than the dimension between
The vibrating body 3 is blocked by the sleepers.
Smoothly into the ballast layer B between the sleepers without
You can go in.
【0015】前記紐体4には繊維製やゴム製の紐体(ベ
ルトを含む)が使用されており、これによって平盤状架
台2から把持体5へ伝わる振動が吸収される。また、本
実施例では上述のように紐体4を使用しているが、これ
に替えてコイルスプリング等の弾性体を使用することも
可能である。A fiber or rubber cord (including a belt) is used for the cord 4, and the vibration transmitted from the flat plate-shaped base 2 to the gripper 5 is absorbed by this. Further, although the cord body 4 is used in this embodiment as described above, an elastic body such as a coil spring may be used instead of the cord body 4.
【0016】バラス道床7の補修に際しては、先ず枕木
6の上面に乗っているバラス等を圧縮空気によって吹き
飛ばし、枕木上面の清掃をする。次に、枕木相互間へ図
2に示すごとき状態で本件補修装置を配設し、その高周
波振動発生装置1を作動せしめることにより、振動体2
に50〜250Hz程度の高周波振動を与える。When repairing the ballast bed 7, first, the ballast etc. on the upper surface of the sleeper 6 is blown off by compressed air to clean the upper surface of the sleeper. Next, the repair device of the present case is arranged between the sleepers in a state as shown in FIG. 2, and the high-frequency vibration generator 1 is activated to operate the vibrator 2
High frequency vibration of about 50 to 250 Hz is applied to.
【0017】即ち、作業員は把持体5をもって、振動モ
ータ1と振動体2と平盤状架台3とから成る起振体8を
持ち上げ、これをバラス道床上の適宜の箇所へ載置し、
その後に振動モータ1を作動させる。振動モータ1が作
動すると、起振体8の重量により振動体3が振動し乍ら
順次バラス層B内へ貫入、振動体3の近辺のバラス層B
内へ振動が伝達されて行く。That is, an operator holds the vibrating body 8 composed of the vibrating motor 1, the vibrating body 2 and the flat plate-shaped mount 3 with the grip body 5, and places the vibrating body 8 on an appropriate place on the ballast bed.
After that, the vibration motor 1 is operated. When the vibration motor 1 is operated, the vibrating body 3 vibrates due to the weight of the vibrating body 8, and the vibrating body 3 vibrates and sequentially penetrates into the vibrating layer B.
Vibration is transmitted inside.
【0018】バラス層B内へ振動が伝達されると、図3
に示す如く、細粒径バラス7bほど振動による運動力を
受け、大粒径バラス7aの間隙を通って下方へ沈んでい
く。実験の結果によれば、振動体3の近傍ほど細粒径バ
ラス7bの沈みが早く、且つ沈む深さは、振動体3の高
さ寸法(本実施例では150mm)がほぼその最大深さ
となる。When the vibration is transmitted into the ballast layer B, as shown in FIG.
As shown in, the finer grain size ballast 7b receives the kinetic force due to the vibration and sinks downward through the gap of the large grain size ballast 7a. According to the result of the experiment, the closer the vibrating body 3 is, the faster the fine grain size ballast 7b sinks, and the sinking depth is approximately the maximum depth at the height dimension (150 mm in this embodiment) of the vibrating body 3. .
【0019】起振体8の近傍の細粒径バラス7bを沈め
終えると、起振体8を上方へ引き上げて隣接場所へ移動
させ、引き続き振動体3をバラス層B内へ貫入させるこ
とにより、同様の処理を行う。When the fine grain size ballast 7b in the vicinity of the vibrating body 8 is completely sunk, the vibrating body 8 is pulled upward and moved to an adjacent position, and subsequently the vibrating body 3 is inserted into the ballast layer B, Perform similar processing.
【0020】実験の結果によれば、本実施例の起振体1
基を用いて、枕木6と枕木6間の寸法が約500mm、
枕木長さが約2300mmのバラス道床を補修したと
き、2本の枕木間のバラス道床の処理を約5〜6分程度
で完了することができた。また、バラス道床7の外表層
に存在する外径20〜30mmφ以下の細粒径バラス7
bは、ほぼ全量大粒径バラス7aの一層目より下方へ沈
められることになる。According to the result of the experiment, the vibrating body 1 of this embodiment is
Using the base, the distance between the sleepers 6 and the sleepers 6 is about 500 mm,
When repairing a ballast bed with a sleeper length of about 2300 mm, the ballast bed treatment between two sleepers could be completed in about 5-6 minutes. In addition, the fine-grained ballast 7 having an outer diameter of 20 to 30 mmφ existing on the outer surface layer of the ballast bed 7 is used.
Almost all of b is sunk below the first layer of the large particle size ballast 7a.
【0021】尚、前記図1の実施例に於いては、高周波
振動発生装置1として高周波振動モータ(1.2kw,
6000RPM,振動周波数200Hz)を使用してい
るが、振動モータに替えて電磁ソレノイドを使用する振
動装置としてもよい。また、振動発生装置1の振動周波
数は、高周波数で且つ高振幅ほど好都合であるが、装置
のコストや取扱い性等から判断して50〜250Hz位
が最適であり、振動周波数が50Hz(振動モータの回
転数が1500RPM以下)になれば、細粒径バラスを
沈める作用が著しく低下する。In the embodiment shown in FIG. 1, the high frequency vibration generator 1 is a high frequency vibration motor (1.2 kw,
Although 6000 RPM and a vibration frequency of 200 Hz) are used, a vibration device that uses an electromagnetic solenoid instead of the vibration motor may be used. Further, the vibration frequency of the vibration generator 1 is more convenient as the frequency is higher and the amplitude is higher, but it is about 50 to 250 Hz when judged from the cost and handleability of the device.
Is optimal , and when the vibration frequency is 50 Hz (the rotation speed of the vibration motor is 1500 RPM or less), the effect of sinking the fine particle size variation is significantly reduced.
【0022】更に、本実施例では、作業員2人が両側よ
り把持体5を持って作業をする構成としているが、一人
の作業員が本件装置を操作することも可能である。加え
て、本実施例では、振動モータの回転軸と平行に板状振
動体3を配設しているが、回転軸と直交する方向に板状
振動体3を配設することも可能である。Further, in the present embodiment, two workers work with the grippers 5 from both sides, but it is also possible for one worker to operate the device. In addition, in this embodiment, the plate-shaped vibrating body 3 is arranged in parallel with the rotation axis of the vibration motor, but it is also possible to arrange the plate-shaped vibrating body 3 in a direction orthogonal to the rotation axis. .
【0023】図4は、本発明に係る他の補修装置の実施
例を示すものであり、レール上を走行する作業用台車9
上に前記起振体8を取り付けたものである。図4に於い
て、9は作業用台車、10は作業用台車に支持固定した
シリンダー装置、11はピストンロッド10aの先端に
固定した起振体支持材、4は紐体又は弾性体、8は起振
体である。FIG. 4 shows another embodiment of the repairing device according to the present invention, which is a work cart 9 traveling on a rail.
The vibrating body 8 is attached on the top. In Figure 4, the working carriage 9, 10 is a cylinder device which supports fixed to the work carriage, 11 caused isolator supporting lifting member fixed to the distal end of the piston rod 10a, 4 are cords or elastic member, 8 Is a vibrating body.
【0024】前記作業用台車9は自走式であっても或い
は牽引式であってもよいが、自走式が望ましい。当該作
業用台車9には、支持架台9aが設けられており、これ
にシリンダー装置10が取付固定されている。The work carriage 9 may be a self-propelled type or a towed type, but the self-propelled type is preferable. The work carriage 9 is provided with a support base 9a, to which the cylinder device 10 is attached and fixed.
【0025】前記シリンダー装置10は、起振体支持材
11を介して複数の起振体8を上・下動自在に吊下支持
するためのものであり、ピストンロッド10aの先端に
は横長状の起振体支持材11が固定されている。The cylinder device 10 is for suspending and supporting a plurality of oscillators 8 via an oscillator support member 11 so that the oscillators 8 can be moved up and down, and the tip of the piston rod 10a is horizontally long. The vibrator support member 11 is fixed.
【0026】前記起振体支持材11はレールと直交方向
に配設された横長状の鋼材であり、その長さ寸法は道床
の横幅寸法とほぼ同等に選定されている。当該起振体支
持材11には、図5に示す如く4〜6基の起振体8が紐
体やベルト体4を介して吊下支持されており、シリンダ
ー装置10の作動により、起振体8が道床バラス上へ下
降される。The vibrating member support member 11 is a horizontally elongated steel member arranged in the direction orthogonal to the rails, and the length dimension thereof is selected to be substantially equal to the lateral width dimension of the track bed. As shown in FIG. 5, 4 to 6 vibrators 8 are suspended from and supported on the vibrator support member 11 via a cord body or a belt body 4, and the vibration is generated by the operation of the cylinder device 10. The body 8 is lowered onto the ballast ballast.
【0027】尚、図4及び図5の実施例に於いては、1
基のシリンダー装置10により、起振体支持材11を介
して起振体8の全数を同時に昇降動させるようにしてい
るが、起振体8の数に対応して複数のシリンダー装置1
1を設け、起振体8を各個に、或いはグループ毎に昇降
動させるようにしてもよい。In the embodiment of FIGS. 4 and 5, 1
The base cylinder device 10 simultaneously raises and lowers all the vibrating bodies 8 through the vibrating body support member 11. However, a plurality of cylinder devices 1 corresponding to the number of the vibrating bodies 8 are used.
1 may be provided and the vibrating body 8 may be moved up and down individually or in groups.
【0028】図4の補修装置によるバラス道床の補修
も、基本的には前記図1の補修装置の場合と同一であ
る。補修に際しては、先ず台車9を作業現場まで搬入
し、先ず積載したコンプレッサー装置(図示省略)から
の圧縮空気により、枕木上面に乗っているバラスを吹き
落とす。次に、起振体8を枕木相互間の上方へ位置せし
め、振動モータ1を駆動する。また、これと同時にシリ
ンダー装置10を作動させ、起振体支持材11を介して
起振体8を道床バラス上へ下降させる。The repair of the ballast bed by the repair device of FIG. 4 is basically the same as that of the repair device of FIG. At the time of repair, first, the carriage 9 is carried to the work site, and first, the compressed air from the loaded compressor device (not shown) blows off the ballast on the upper surface of the sleeper. Next, the vibrating body 8 is positioned above the sleepers and the vibration motor 1 is driven. At the same time, the cylinder device 10 is operated to lower the vibrator 8 through the vibrator support member 11 onto the ballast ballast.
【0029】道床バラス上へ下降された起振体8は、そ
の自重と高周波振動によって、架台下面の振動体3が順
次バラス層B内へ貫入し、これによって道床バラスに高
周波振動が与えられる。その結果、図2の場合と同様に
小粒径バラス7bが大粒径バラス7aの間隙を通って下
方へ沈降し、バラス層Bの外表層部には小粒径バラス7
bが殆ど存在しなくなる。The vibrating body 8 descended onto the ballast ball slab is oscillated by its own weight and high frequency vibration into the ballast layer B in sequence so that the vibratory body 3 on the lower surface of the cradle is subjected to the high frequency vibration. As a result, as in the case of FIG. 2, the small particle size ballasts 7b settle down downward through the gaps of the large particle size ballasts 7a, and the small particle size ballasts 7 are formed on the outer surface layer portion of the ballast layer B.
b almost disappears.
【0030】[0030]
【発明の効果】本発明においては、振動対3によって外
表面から約50〜200mm程度の深さのバラス層Bに
高周波振動を与える構成としている。その結果、バラス
層Bの外表層部に存在する細粒径バラス7bが大きな振
動力を受けることになり、大粒径バラス7bよりも激し
く微振動をする。これにより、小粒径バラス7bは大粒
径バラス7a相互間の間隙を通って下方へ円滑に沈降す
ることになり、極く短い時間内に振動体3の近辺の細粒
径バラス7bを、最外表層部より下方(例えば30〜4
0mm下方の表面の大粒径バラスの一層目より下部)へ
沈降させることができ、バラスの飛散防止用補修工事の
作業能率の大幅な向上が可能となる。According to the present invention, the vibration pair 3 applies high frequency vibration to the ballast layer B having a depth of about 50 to 200 mm from the outer surface. As a result, the fine grain size ballast 7b existing in the outer surface layer portion of the ballast layer B receives a large vibration force, and vibrates more violently than the large grain size ballast 7b. As a result, the small particle size ballasts 7b smoothly settle down through the gaps between the large particle size ballasts 7a, and the fine particle size ballasts 7b in the vicinity of the vibrating body 3 are settled in a very short time. Below the outermost surface layer (for example, 30 to 4
It is possible to settle to the surface of 0 mm below the large particle size ball lower than the first layer), and it is possible to greatly improve the work efficiency of repair work for preventing scattering of the ball.
【0031】また、本発明においては、小粒径バラスを
バラス層B内の下方部へ沈降せしめるのであるから、所
謂バラス道床の道床抵抗がより増加することになり、レ
ールや枕木の保守管理上も極めて有利となる。本発明は
上述の通り、高速鉄道に於ける道床バラスの飛散に起因
する様々な不都合を簡単且つ確実にしかも高能率で防止
することが出来、優れた高い実用的効用を奏するもので
ある。Further, in the present invention, since the small-diameter ballast is settled down in the ballast layer B, the so-called ballast track resistance of the ballast track is further increased, and the maintenance of rails and sleepers is improved. Is also extremely advantageous. INDUSTRIAL APPLICABILITY As described above, the present invention can easily and reliably prevent various inconveniences caused by scattering of roadbed ballasts in a high-speed railroad with high efficiency, and has excellent high practical utility.
【図1】本発明に係る道床補修装置の概要を示す斜面図
である。FIG. 1 is a perspective view showing an outline of a roadbed repair device according to the present invention.
【図2】図1の道床補修装置を用いた補修方法の説明図
である。FIG. 2 is an explanatory diagram of a repair method using the roadbed repair device of FIG.
【図3】本発明の実施による細粒径バラスの沈降状態の
説明図である。FIG. 3 is an explanatory view of a sedimentation state of a fine particle diameter ball according to an embodiment of the present invention.
【図4】本発明に係る他の道床補修装置の縦断側面図で
ある。FIG. 4 is a vertical sectional side view of another bed repair device according to the present invention.
【図5】図4の道床補修装置を用いた補修方法の説明図
である。5 is an explanatory view of a repair method using the roadbed repair device of FIG.
1は高周波振動発生装置(振動モータ)、2は平盤状架
台、3は振動体、4は紐体(弾性体)、5は把持体、6
は枕木、7は道床バラス、7aは大粒径バラス、7bは
小粒径バラス、8は起振体、9は作業用台車、10はシ
リンダー装置、10aはピストンロッド、11は起振体
支持材、Bはバラス層。1 is a high-frequency vibration generator (vibration motor), 2 is a flat plate-shaped stand, 3 is a vibrating body, 4 is a string body (elastic body), 5 is a gripping body, 6
Is sleepers, 7 is ballast ballast, 7a is large particle size ballast, 7b is small particle size ballast, 8 is a vibrating body, 9 is a work carriage, 10 is a cylinder device, 10a is a piston rod, 11 is a vibrating body support. Material, B is a ballast layer.
Claims (3)
台の下面に30〜75mmの間隔を置いて並列状に突設
した高さ50〜200mmの棒状又はピン状の振動体
を、前記平盤状架台の上面に取付けた振動周波数が50
〜250Hzの高周波振動モータにより振動させ乍ら貫
入させ、当該振動体を高周波振動させることにより前記
枕木相互間のバラス道床の表層部に存在する細径バラス
をバラス道床の内層部へ沈めることを特徴とする高速鉄
道用バラス道床の補修方法。 1. A flat plate-shaped rack is installed in the ballast bed between sleepers.
Projected in parallel on the bottom surface of the table with a space of 30 to 75 mm
50-200mm height rod-shaped or pin-shaped vibrator
The vibration frequency of 50 is
Is notwithstanding et penetration is vibrated by the high frequency vibration motor ~250Hz, said by high frequency vibrations the vibrating body
A method for repairing a ballast ballast for a high-speed railway, characterized in that a thin ballast existing on the surface layer of the ballast track between the sleepers is submerged in the inner layer of the ballast track.
相互間の寸法よりも短かい横幅寸法の部分に、30〜7
5mmの間隔を置いて並列状に突設した高さ50〜20
0mmの棒状又はピン状の振動体と、平盤状架台の上面
に配設した振動周波数が50〜250Hzの高周波振動
モータより成る高周波振動発生装置と、平盤状架台に弾
性体若しくは紐体を介設して取付けた把持体とから成
り、枕木相互間のバラス道床の表層部に存在する細径バ
ラスをバラス道床の内層部へ沈めることを特徴とする高
速鉄道用バラス道床の補修装置。 2. A flat plate-shaped mount and sleepers on the lower surface of the flat plate-shaped mount
In the part of the width dimension shorter than the mutual dimension, 30 to 7
Height 50 to 20 protruding in parallel with a space of 5 mm
A 0 mm rod-shaped or pin-shaped vibrating body and a high-frequency vibration with a vibration frequency of 50 to 250 Hz arranged on the upper surface of a flat plate-shaped stand.
It consists of a high-frequency vibration generator consisting of a motor and a gripping body that is attached to a flat plate-shaped stand with an elastic body or a string body.
The small diameter bar existing on the surface layer of the ballast ballast between the sleepers.
A repair device for a ballast ballast for a high-speed railway , characterized in that the lath is sunk into the inner layer of the ballast ballast .
を走行する作業用台車と、当該作業用台車にシリンダー
装置を介設して昇降動自在に支持した起振体支持材と、
当該起振体支持材へ紐体若しくは弾性体を介して吊下げ
支持した起振体とから成り、且つ前記起振体を、平盤状
架台と、平盤状架台の下面の枕木相互間の寸法よりも短
かい横幅寸法の部分に30〜75mmの間隔をおいて並
列状に突設した高さ50〜200mmの棒状又はピン状
の振動体と、平盤状架台の上面に配設した振動周波数が
50〜250Hzの高周波振動モータより成る高周波振
動発生装置とより構成し、枕木相互間のバラス道床の表
層部に存在する細径バラスをバラス道床の内層部へ沈め
ることを特徴とする高速鉄道用バラス道床の補修装置。 3. A work carriage that travels on a rail provided on a ballast bed of a high-speed railway, and a vibrating body support member that is movably supported by a cylinder device on the work carriage.
A vibrating body suspended from and supported by the vibrating body supporting member via a string body or an elastic body, and the vibrating body is formed into a flat plate shape.
Shorter than the dimension between the frame and the sleepers on the underside of the flat frame
Aligned with a width of 30 to 75 mm in the width of the paddle
Rod-shaped or pin-shaped with a height of 50 to 200 mm protruding in a row
And the vibration frequency placed on the top surface of the flat plate
A high- frequency vibration generator composed of a high- frequency vibration motor of 50 to 250 Hz and a table of a ballast bed between sleepers.
The small diameter ballast existing in the layer is sunk into the inner layer of the ballast bed.
Ballast ballast repair device for high-speed railway.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5148770A JPH0823121B2 (en) | 1993-06-21 | 1993-06-21 | Repair method and repair device for ballast ballast for high-speed railway |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5148770A JPH0823121B2 (en) | 1993-06-21 | 1993-06-21 | Repair method and repair device for ballast ballast for high-speed railway |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH073704A JPH073704A (en) | 1995-01-06 |
| JPH0823121B2 true JPH0823121B2 (en) | 1996-03-06 |
Family
ID=15460275
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP5148770A Expired - Fee Related JPH0823121B2 (en) | 1993-06-21 | 1993-06-21 | Repair method and repair device for ballast ballast for high-speed railway |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0823121B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6628434B1 (en) | 1999-07-12 | 2003-09-30 | Fuji Photo Film Co., Ltd. | Method and system for image transfer and image signal output apparatus and terminal used therefor |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3608496A (en) * | 1968-06-11 | 1971-09-28 | Plasser Bahnbaumasch Franz | Ballast tamping apparatus |
| JPS5151803A (en) * | 1974-10-31 | 1976-05-07 | Tokyo Shibaura Electric Co | SAISEKISEISEISOCHI |
-
1993
- 1993-06-21 JP JP5148770A patent/JPH0823121B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH073704A (en) | 1995-01-06 |
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