长春某基坑支护工程实例分析  

Analysis of a foundation pit supporting project in Changchun

作　　者：吴银柱[1] 宋御书 Wu Yinzhu;Song Yushu(School of Prospecting and Geomatics Engineering,Changchun Institute Of Technology,Changchun,Jilin,130021,China)

机构地区：[1]长春工程学院勘查与测绘工程学院,吉林长春130021

出　　处：《化工矿产地质》2023年第1期83-86,共4页Geology of Chemical Minerals

摘　　要：长春市某建筑基坑在开挖支护过程中某些区域产生较大的变形和沉降,为保证基坑施工能够安全有效的进行,通过放坡挂网、喷锚加固处理的方式使基坑整体趋于安全稳定的状态。本文根据现场施工的变化调整设计方案并解决了现场施工问题,详细描述了设计与施工联动的重要性。In the process of excavation and support of a building foundation pit in Changchun City,some areas have large deformation and settlement.In order to ensure the foundation pit construction to be carried out safely and effectively,the whole foundation pit as tends to a safe and stable state on the whole by the way of slope hanging net and shotcrete anchor reinforcement.Based on this,this paper describes the importance of linkage of design and construction in detail by adjusting the design scheme according to the changes of site construction and solving the site construction problems.

关 键 词：基坑支护 变形与沉降 放坡挂网 喷锚 

分 类 号：TU753[建筑科学—建筑技术科学]