摘要
地下综合管廊的分支节点根据管线的工艺要求,需要采取不规则的结构形式,结构设计异常复杂。以北京市受壁街地下综合管廊为工程实例,阐述综合管廊分支节点的结构设计与计算分析问题,以期为类似的设计提供参考。
The branch node section of underground utility tunnel is required to adopt irregular structural form according to the technical requirements of certain pipelines,and the structural design is considerably complicated.This paper takes the underground utility tunnel of Shoubi Street in Beijing as an example to illustrate the structural design and calculation analysis of the support joints of the utility tunnel,to provide reference for similar designs.
作者
程京伟
Cheng Jingwei(Beijing General Municipal Engineering Design Institute Co.,Ltd.,Beijing 100082,China)
出处
《山西建筑》
2021年第13期111-113,共3页
Shanxi Architecture
关键词
地下结构
综合管廊
分支节点
结构设计
underground structures
utility tunnel
branch node
structural design
