摘要
以上海轨道交通L17盾构区间穿越桥梁桩基进行改造设计为工程背景,对盾构穿越桥梁桩基改造设计方案进行对比研究。并通过3D实体模型分析盾构穿越对改造桥梁的影响,提出改造设计中关键应对策略,对以后进行此类结构的改造提供指导和参考。
Based on the engineering background of L17 shield tunnel crossing bridge pile foundation in Shanghai rail transit, this paper makes a comparative study on the design scheme of shield tunnel crossing bridge pile foundation. The influence of shield tunneling on bridge reconstruction is analyzed by 3 D entity model, and the key countermeasures in reconstruction design are put forward, which can provide guidance and reference for future reconstruction of this kind of structure.
作者
黄小国
李新星
金峰
HUANG Xiao-guo;LI Xin-xing;JIN Feng(Shanghai Tunnel Engineering Rail Transit Design & Research Institute,Shanghai 200235,China)
出处
《中国市政工程》
2019年第5期81-84,88,112,共6页
China Municipal Engineering
关键词
盾构
桥梁改造
穿越
shield
bridge reconstruction
crossing