摘要
香港九广西铁高架桥施工场地狭小 ,主梁整体预制可能性较小 ,设计采用组合拼装主梁方案。介绍在CC2
The viaduct beam in the superstructure can't be precasted wholly due to the narrow site in the Contract CC213 of KCRC West Rail. Combined segments erected using girder type Ⅱ to settle this problem will be detailed in the paper
出处
《铁道建筑技术》
2002年第5期10-12,共3页
Railway Construction Technology
