摘要
以实际工程为例,周边环境复杂,管线较多,距建筑物较近,采用钢筋混凝土灌注桩加钢管支撑进行基坑支护设计,有效控制基坑开挖过程中产生的时空效应,提高支护体系的整体刚度和安全性。
In this paper,based on the actual project,the support form of reinforced concrete cast-in-place pile and a steel pipe support is used to design the foundation pit support for the surrounding complex environment.This support form can effectively control the space-time effect in the process of foundation pit excavation,and improve the overall stiffness of the support system.
作者
叶培权
Ye Peiquan(Shuozhou Shuocheng Urban Construction Technology Service Company,Shuozhou 140602,China)
出处
《山西建筑》
2021年第16期76-78,共3页
Shanxi Architecture
关键词
灌注桩
钢支撑
变形
cast-in-place pile
steel tube strut
deformation