摘要
横琴口岸及综合交通枢纽工程预留轨道交通地下空间,位于通关主体东侧,澳门出入境平台下方,场地原始地貌属于填海软土区域,地质条件复杂,因此,采用超深地下连续墙、大跨度钢骨梁吊装等技术。论文通过对比常规的结构形式,根据具体结构特点与工艺流程,分析施工特点及难点,解决施工时的问题。
Hengqin port and comprehensive transportation hub project reserve underground space for rail transit,which is located in the east of the main body of customs clearance and under the Macao entry-exit platform.The original landform of the site belongs to the reclamation soft soil area,and the geological conditions are complex.Through the use of ultra deep underground continuous wall,large-span steel beam hoisting technology,etc..Compared with the conventional structure,according to the specific structural characteristics and process,the construction characteristics and difficulties are analyzed to solve the construction problems.
作者
黄俊
郭淯晟
李奇志
刘维
李华扬
HUANG Jun;GUO Yan-sheng;LI Qi-zhi;LIU Wei;LI Hua-yang(South China Branch of China Construction Second Engineering Bureau Co.Ltd.,Zhuhai 519000,China)
出处
《工程建设与设计》
2021年第16期122-126,共5页
Construction & Design for Engineering
关键词
预留地下空间
地下连续墙
大跨度钢骨梁
reserved underground space
underground diaphragm wall
large span steel beam