摘要
北京地铁8号线南锣鼓巷站为北京首座上下线隧道盾构共用同一个盾构井始发的车站。如何减小上线盾构始发期间盾构对车站中板结构的影响及确保下线盾构施工的正常水平运输,是影响工程成败的关键因素。通过方案比选,提出采用竖向钢支撑代替型钢支撑对后浇中板进行加固。对建议方案进行受力检算,显示方案满足相关要求。方案实施后,达到预期目的,取得了良好的经济效益和社会效益。
Nanluoguxiang Station of Line 8 of Beijing Metro is the first Metro station in Beijing from which two shield machines of the stacked tunnel tubes will launch. It is of great importance to minimize the influence of the launching of the upper shield on the intermediate slab of the Metro station and to ensure the normal horizontal material transportation for the boring of the lower shield. In the paper, it is proposed that vertical steel supports be adopted to replace the shaped steel supports so as to consolidate the intermediate slab of the Metro station. Stress verification is made for the proposed consolidation method, which proves that the proposed method is feasible. The intermediate slab is consolidated according to the proposed method and good result has been achieved.
出处
《隧道建设》
2013年第12期1059-1063,共5页
Tunnel Construction
关键词
北京地铁
盾构
始发中板
钢支撑
加固技术
Beijing Metro
shield launching
intermediate slab
steel support
consolidation technology