首页|明挖基坑近接桥梁及航站楼施工控制研究

明挖基坑近接桥梁及航站楼施工控制研究

扫码查看
在基坑开挖工程中因开挖工序的不同其对邻近建筑的影响也各有不同,因而合理的施工工序对于基坑开挖工程尤为重要.研究以南宁某人行通道基坑下穿高架桥和近接建筑结构工程为例,采用数值模拟和现场实测相结合的方式研究了不同基坑开挖工况引起的环境扰动效应及结构变形特征,通过比较分析得到了合适的开挖方案.研究结果表明:(1)分仓开挖对环境的扰动效应小于整层开挖;(2)先开挖基坑两端,再开挖与桥梁竖向重叠的基坑中部,将引起更小的地表变形和桥桩结构扰动.上述研究成果不仅可有效指导工程的设计与施工,而且也可为今后类似工程提供借鉴与参考.
STUDY ON THE REASONABLE EXCAVATION SCHEME FOR OPEN CUT FOUNDATION PIT APPROACHING BRIDGES AND TERMINALS BUILDINGS
In foundation pit excavation engineering,the impact on adjacent buildings varies due to different excavation processes,so a reasonable construction process is particularly important for foundation pit excavation engineering.The study takes the example of a pedestrian passage in Nanning,where the foundation pit passes through a viaduct and adjacent building structures.A combination of numerical simulation and on-site measurement is used to study the environmental disturbance effects and structural deformation characteristics caused by different excavation conditions of the foundation pit.Through comparative analysis,a suitable excavation plan is obtained.The research results indicate that:(1)the disturbance effect of silo excavation on the environment is smaller than that of whole layer excavation;(2)Excavating both ends of the foundation pit first,and then excavating the middle part of the foundation pit that overlaps vertically with the bridge,will cause smaller surface deformation and disturbance to the bridge pile structure.The above research results can not only effectively guide the design and construction of engineering,but also provide reference and inspiration for similar projects in the future.

bridgespecial-shaped foundation pitadjacent constructionnumerical simulation

罗贤民、黄勇、蒙强、徐前卫、崔越榜

展开 >

广西南宁机场综合交通枢纽建设有限公司,南宁 530048

广西机场管理集团建设工程指挥部,南宁 530048

广西铁路投资集团有限公司,南宁 530025

同济大学道路与交通工程教育部重点实验室,上海 201804

展开 >

桥梁 异形基坑 近接施工 数值模拟

国家自然科学基金

41672360

2024

建筑技术开发
北京市建筑工程研究院

建筑技术开发

影响因子:0.351
ISSN:1001-523X
年,卷(期):2024.51(5)
  • 8