| 跨廊良路连续梁合拢段施工与体系转换 |
| |
| 引用本文： | 郑青松,柯明勋,梁虎.跨廊良路连续梁合拢段施工与体系转换[J].国防交通工程与技术,2008,6(5):70-72. |
| |
| 作者姓名： | 郑青松 柯明勋 梁虎 |
| |
| 作者单位： | 中铁十七局集团第六工程有限公司,福建,福州,350011 |
| |
| 摘 要： | 根据京津城际轨道交通工程廊良路（32＋48＋32）m连续梁合拢段施工的实际情况，采用先边跨、后中跨的合拢方案，完成两次体系转换，介绍了连续梁合拢段施工方法和施工质量控制，为以后同类连续梁的合拢施工提供了参考。
|
| 关 键 词： | 悬浇梁 临时锚固 边跨合拢 中跨合拢 体系转换 |
On the Construction of the Closing Section of the Continuous Girder Across the Langliang Road,and the Shifting of Different Systems |
| |
| Zheng Qingsong,Ke Mingxun,Liang Hu.On the Construction of the Closing Section of the Continuous Girder Across the Langliang Road,and the Shifting of Different Systems[J].Traffic Engineering and Technology for National Defence,2008,6(5):70-72. |
| |
| Authors: | Zheng Qingsong Ke Mingxun Liang Hu |
| |
| Institution: | Zheng Qingsong,Ke Mingxun,Liang Hu(The Sixth Engineering Co.Ltd.,of the 17th Bureau Group,Fuzhou 350011,China) |
| |
| Abstract: | In the light of the practical conditions of the construction of the closing sections of the 32+48+32 m continuous girder of the Beijing-Tianjin Inter-municipal Track Transit Project,the closing plan of closing the side-span first and closing the mid-span second was adopted,with the shifting of different systems performed twice.The construction process for and the quality control of the closing sections of the continuous girder are dealt with in the paper,which may serve as a useful reference for the closing... |
| |
| Keywords: | cantilever-cast girder temporarily anchor closing of the side span closing of the mid-span shifting of different systemsixth Engineering Co Ltd of the practical conditi r of the Beijing-Tianj irst and closing the m |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
