| 超高现浇箱梁支架设计与施工技术 |
| |
| 引用本文： | 陈代云.超高现浇箱梁支架设计与施工技术[J].西部交通科技,2013(1):38-44. |
| |
| 作者姓名： | 陈代云 |
| |
| 作者单位： | 湖南路桥建设集团公司,湖南长沙,410004 |
| |
| 摘 要： | 文章结合广深沿江高速公路威远互通D2桥第七联至第十一联高墩现浇连续箱梁工程实例，介绍了超高现浇箱梁支架的设计与施工技术，并通过计算验证了支架的稳定性。同时提出了解决超高支架安全与整体稳定性问题的措施，为类似超高现浇支架的施工提供经验借鉴。
|
| 关 键 词： | 超高现浇支架 设计 施工 安全 稳定性 |
Bracket Design and Construction Technology of Ultra-high Cast-in-place Box Girder |
| |
| CHEN Dai-Yun.Bracket Design and Construction Technology of Ultra-high Cast-in-place Box Girder[J].Western China Communication Science & Technology,2013(1):38-44. |
| |
| Authors: | CHEN Dai-Yun |
| |
| Institution: | CHEN Dai-Yun(Hunan Road and Bridge Construction Corporation,Changsha,Hunan,410004) |
| |
| Abstract: | In combination with the actual engineering case of cast-in-place continuous box girder from No. 7 to No. 11 high pier of Weiyuan D2 interchange bridge in Guangshen Coastal Expressway, the article described the design and construction technology of ultrahigh cast-in-place box girder bracket and verified the stability of the bracket through the calculation.And it proposed the measures to solve the safety and overall stability of ultra-high bracket, providing the experience reference for the construction of similar ultra-high cast-inplace bracket in future. |
| |
| Keywords: | Ultra-high cast-in-place bracket Design Construction Safety Stability |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
