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高层建筑深基坑支护加固设计及施工

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为提升高层建筑深基坑工程施工质量,文中以某高层建筑工程为例,对该项目深基坑工程支护结构进行设计及施工,并评价该方案的施工效果.检测10 个支护结构加固点位沉降位移发现,所有施工点位处平均沉降位移为 0.017~0.090 mm,变异系数为0.04~0.20,均未超过设计预警值,满足设计要求.这证明本项目基坑支护加固设计方案安全合理,施工效果良好.
Design and Construction of Support and Reinforcement For Deep Foundation Pit of High-rise Building
In order to improve the construction quality of high-rise building deep foundation pit engineering,this paper takes a high-rise building project as an example to design and construct the deep foundation pit supporting structure of the project,and evaluates the construction effect of the scheme.Through the detection of settlement displacement at 10 supporting structure reinforcement points,it is found that the aver-age settlement displacement at all construction points ranges from 0.017 to 0.09 mm,and the coefficient of variation ranges from 0.04 to 0.2,which does not exceed the design warning value and meets the design requirements.It is proved that the design scheme of foundation pit rein-forcement is safe and reasonable,and the construction effect is good.

High-rise buildingDeep foundation pit supportReinforcement design schemeConstruction technologyConstruction effect

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中国建筑材料工业地质勘查中心陕西总队,陕西 西安 710000

高层建筑 深基坑支护 加固设计方案 施工技术 施工效果

2024

江西建材
江西省建材科研设计院

江西建材

影响因子:2.247
ISSN:1006-2890
年,卷(期):2024.(9)