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2007年05 期
| 标题 |
| 京津城际900 t箱梁运架施工技术(47 卷) |
| 英文标题 |
| 摘要 |
| 京津城际轨道交通工程设计时速为350 km/h，永定新河特大桥需架设长32 m 900 t箱梁285 孔，文章介绍了900 t箱梁运架施工工艺、各施工步骤的过程及不同跨度的箱梁架设方法， 为客运专线类似工程提供参考。 |
| 作者 |
| 新闻作者:刘新福 |
| 关键字 |
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| 标题 |
| 京津城际900 t箱梁运架施工技术(47 卷) |
| 英文标题 |
| 摘要 |
| 京津城际轨道交通工程设计时速为350 km/h，永定新河特大桥需架设长32 m 900 t箱梁285 孔，文章介绍了900 t箱梁运架施工工艺、各施工步骤的过程及不同跨度的箱梁架设方法， 为客运专线类似工程提供参考。 |
| 作者 |
| 新闻作者:刘新福 |
| 关键字 |
| COPYRIGHT©2001-2025 CHINA ACADEMY OF RAILWAY SCIENCES CORPORATION LIMITED，ALL RIGHTS RESERVED | ||
|
