摘要
为缩短施工时效,避免在运营中的地铁区间隧道上方进行大面积基坑开挖而可能对隧道安全造成的影响,对基坑底采用了预制混凝土定型化垫层的施工新技术。经实际工程验证,改进后的预制混凝土定型化垫层施工技术具有良好的社会效益和经济效益,可供类似工程参考。
To shorten the construction time and avoid the possible impact on tunnel safety caused by large-scale foundation pit excavation above the subway tunnel in operation,the new construction technology of precast concrete typified cushion at foundation pit bottom is adopted.The practical engineering verifies that the improved construction technology of precast concrete typified f cushion has good social and economic benefits,which can be used as a reference for similar projects.
作者
李涛
LI Tao(Shanghai Construction No.2 (Group) Co.,Ltd.,Shanghai 200080,China)
出处
《建筑施工》
2019年第7期1226-1228,共3页
Building Construction
关键词
地铁保护区
基坑开挖
预制混凝土定型化垫层
技术改良
subway reserves
foundation pit excavation
precast concrete typified cushion
technical improvement