摘要
北京轨道交通首都机场线二期(西延)东北区间风井位于繁华市区,道路车流量大,施工场地狭窄且呈L形,对此在场地布置、地下连续墙钢筋笼吊装方式和转角幅处理等方面采取针对性措施,取得了良好效果。
Northeast interval wind shaft of Beijing Capital Intemational Airport Phase Ⅱ （West Extension） project is located on a L-shape narrow site in downtown area, where has large traffic volume. Special measures were adopted on the aspects of site arrangement, diaphragm wall steel cage lifting method and turning comer treatment, realizing favorable effects.
作者
李东洋
王浩
LI Dong-yang;WANG Hao(BCEG Civil Engineering Co.,Ltd.,t00015,Beijing,China)
出处
《建筑技术》
2018年第11期1232-1234,共3页
Architecture Technology
关键词
地下连续墙
局促施工场地
钢筋笼吊装
diaphragm wall
limited construction site
steel cage lifting
