摘要
外滩金融中心深基坑施工中,应用“二墙合一”地下连续墙、钻孔桩隔离墙、钢筋混凝土内支撑和深层搅拌桩、压密注浆、双液注浆的支护方案,并通过制定合理的土方开挖方法、路线和支撑施工方案,加强环境监测,解决和控制了东西区受力不均衡和连续墙的二次变形。
In the construction of the deep foundation pit of the Exterior\|beach Financial Center,with the application of the retaining and protecting schemes of two\|in\|one underground continuous wall,holed\|pile compartment wall,reinforced concrete inner supporting and deep stirring pile,thickened mush jetting and double\|liquid mush jetting.The unbalanced loading between east and west areas and the secondary deformation of continuous wall are solved and controlled.Meanwhile,the surrounding environment and the safety of foundation pit are assured successfully by laying down the proper method of earth excavation,route and supporting construction scheme and intensifying monitoring of the environment.
出处
《施工技术》
CAS
北大核心
2000年第1期10-11,23,共3页
Construction Technology
关键词
基坑支护
地下连续墙
土方开挖
深基坑
施工技术
retaining and protecting for foundation pit
underground continuous wall
deep well vacuum draining
earth excavation
informationalized construction