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2006年10 期
| 標題 |
| 莘閔線高架橋無碴軌道及300 m小半徑地段無縫線路設計(46 卷) |
| 英文標題 |
| * |
| 摘要 |
| 上海城市軌道交通莘閔線最小曲線半徑為300 m，處于高架橋地段，軌道結構設計為專用的無碴軌道承軌臺和支撐塊，文章計算分析了該專用軌道結構無縫線路的安全性，結果表明，該線具有足夠的穩(wěn)定性儲備，投入使用后運行安全穩(wěn)定。 |
| 作者 |
| 新聞作者:陸 云 |
| 關鍵字 |
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| 標題 |
| 莘閔線高架橋無碴軌道及300 m小半徑地段無縫線路設計(46 卷) |
| 英文標題 |
| * |
| 摘要 |
| 上海城市軌道交通莘閔線最小曲線半徑為300 m，處于高架橋地段，軌道結構設計為專用的無碴軌道承軌臺和支撐塊，文章計算分析了該專用軌道結構無縫線路的安全性，結果表明，該線具有足夠的穩(wěn)定性儲備，投入使用后運行安全穩(wěn)定。 |
| 作者 |
| 新聞作者:陸 云 |
| 關鍵字 |
| COPYRIGHT?2001-2025 CHINA ACADEMY OF RAILWAY SCIENCES CORPORATION LIMITED，ALL RIGHTS RESERVED | ||
|
