Adhesion Increase Method for Shinkansen Train under Snowfall in Winter

被引：0

作者：

Saga S. ^{[1
]}

Chen H. ^{[2
]}

Matsuno J. ^{[3
]}

机构：

[1] Braking Systems Laboratory, Vehicle Technology Division

[2] Railway International Standards Center, Former Track Dynamics Laboratory, Railway Dynamics Division

[3] Ueda Brake Co., Ltd.

来源：

Quarterly Report of RTRI (Railway Technical Research Institute) | 2024年 / 65卷 / 01期

关键词：

abrasive block; adhesion; low temperature snowfall; operating pattern; Shinkansen train; tread cleaner device; wheel tread roughness;

D O I：

10.2219/RTRIQR.65.1_9

中图分类号：

学科分类号：

摘要：

When railway vehicles running in snowy weather, the adhesive force between rails and wheels is lower than that in rainy weather. For this reason, we studied a method to increase the adhesion coefficient focusing on the temperature and the roughness of wheel treads. From the viewpoint of minimizing specification changes, improving the material of current abrasive block through full-scale dynamo bench test, we developed new abrasive block. An optimal wheel tread cleaner device operating pattern was found through running tests using an actual vehicle in winter. The execution of the pattern contributes to improving adhesive effect such as increasing roughness of wheel treads, and suppressing slipping in the high-speed range, in addition to reducing temperature rise and improving wear resistance. © 2024 Ken-yusha Inc.. All rights reserved.

引用

页码：9 / 15

页数：6

共 50 条

[1] Adhesion Improving Method for Shinkansen Trains in Winter
Saga, Shinichi
Chen, Hua
Matsuno, Junji
Japanese Railway Engineering, 2024, 64 (01): : 18 - 20
[2] Evaluation of site vibration around Shinkansen viaducts under bullet train
He, X
Yamaguchi, S
Kawatani, M
Nishiyama, S
ENVIRONMENTAL VIBRATIONS: PREDICTION, MONITORING, MITIGATION AND EVALUATION (ISEV 2005), 2005, : 317 - 325
[3] Experimental Study on Flow Field under a High Speed Shinkansen Train
Yamazaki, N.
Ido, A.
Kurita, T.
Matsumoto, M.
NOISE AND VIBRATION MITIGATION FOR RAIL TRANSPORTATION SYSTEMS, 2012, 118 : 487 - +
[4] An evaluation method for train-speed dependency of Shinkansen-induced vibration
Yokoyama, H
Ashiya, K
Iwata, N
ENVIRONMENTAL VIBRATIONS: PREDICTION, MONITORING, MITIGATION AND EVALUATION (ISEV 2005), 2005, : 345 - 350
[5] Dynamic interaction analysis of a Shinkansen train and the railway structure under seismic loads
Tanabe, M.
Matsumoto, N.
Wakui, H.
Okuda, H.
Sogabe, M.
Tanabe, Y.
Structural Dynamics - EURODYN 2005, Vols 1-3, 2005, : 1001 - 1007
[6] SEISMIC RESPONSE EVALUATION OF SHINKANSEN TRAIN-BRIDGE INTERACTION SYSTEM UNDER MODERATE EARTHQUAKES
He, X.
Kawatani, M.
Hayashikawa, T.
Matsumoto, T.
ENVIRONMENTAL VIBRATIONS: PREDICTION, MONITORING, MITIGATION AND EVALUATION, VOLS I AND II, 2009, : 1276 - 1281
[7] Novel re-adhesion control for train traction system of the "Shinkansen" with the estimation of wheel-to-rail adhesive force
Matsumoto, Y
Eguchi, N
Kawamura, A
IECON'01: 27TH ANNUAL CONFERENCE OF THE IEEE INDUSTRIAL ELECTRONICS SOCIETY, VOLS 1-3, 2001, : 1207 - 1212
[8] An efficient numerical method for dynamic interaction analysis of Shinkansen train and railway structure during an earthquake
Tanabe, M.
Matsumoto, N.
Wakui, H.
Sogabe, M.
Okuda, H.
Tanabe, Y.
PROCEEDINGS OF THE ASME INTERNATIONAL DESIGN ENGINEERING TECHNICAL CONFERENCES AND COMPUTERS AND INFORMATION IN ENGINEERING CONFERENCE 2007, VOL 5, PTS A-C,, 2008, : 1837 - 1845
[9] Numerical analysis on seismic response of Shinkansen bridge-train interaction system under moderate earthquakes
Xingwen He
Mitsuo Kawatani
Toshiro Hayashikawa
Takashi Matsumoto
Earthquake Engineering and Engineering Vibration, 2011, 10 : 85 - 97
[10] Numerical analysis on seismic response of Shinkansen bridge-train interaction system under moderate earthquakes
He, Xingwen
Kawatani, Mitsuo
Hayashikawa, Toshiro
Matsumoto, Takashi
EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 2011, 10 (01) : 85 - 97

← 1 2 3 4 5 →