摘要
真如副中心综合管廊全长约为4.35km,其中过真如港段结构设计采用内径3.5m混凝土顶管方案。本段顶管全长约为55m,设有一个工作井和一个接收井。结合工程地质条件、周边环境等实际情况,阐述了综合管廊顶管结构设计的计算和复核验算要点。
The overall length of zhenru sub-center comprehensive pipe gallery is about 4.35 km,among which the structural design of zhenru port section adopts the concrete pipe jacking scheme with inner diameter of 3.5 m. The length of the pipe jacking in this section is about 55 m,with a working well and a receiving well. Combined with the engineering geological conditions and the actual situation of the surrounding environment,the calculation and review check points of the design of the comprehensive pipe gallery pipe jacking structure are expounded.
引文
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