摘要
本文以新加坡大士西延长线项目为依托,以高架桥预应力盖梁首次采用混凝土永久壳模施工为案例,详细阐述了盖梁壳模吊装上桥后的安装调整及测量监控方法、控制措施、控制指标及施工过程,相应结论可供类似工程参考。
Based on Singapore Tuas west extension project, this article, taking viaduct prestressed concrete plate beam that was first adopted to permanent shell mold construction as a case, elaborated in detail the installation adjustment and measurement control method for capping beam bridge on the shell mould lifting, as well as the control measures, control index and construction process, the corresponding conclusion could be used as reference for similar projects.
作者
漆玉祥
Qi Yuxiang(China Railway 11 th Bureau Group Co.Ltd.,Wuhan Hubei 430061,China)
出处
《铁道建筑技术》
2018年第8期56-59,共4页
Railway Construction Technology
关键词
预制盖梁
混凝土永久壳模
安装调整
测量监控
prefabricated capping beam
permanent concrete shell mold
installation adjustment
measurement monitoring
