摘要
由于软土特殊的工程特性,在软土地区采用满堂支架法修建连续箱梁桥,对软土地基的基础处理十分关键。结合某市高架预应力连续箱梁桥的工程实例,对基础处理的方案和支架搭设进行了阐述,为同类工程提供借鉴。
Due to the special engineering properties of soft soil, the construction of continous box girder bridge with full staging method is very important for foundation treatment of soft soil foundation in soft soil area. Combined with project case of overhead continous box girder bridge, foundation treatment scheme and support erection are elaborated, providing references for similar engineerings.
出处
《北方交通》
2011年第9期35-39,共5页
Northern Communications
关键词
软土地基
现浇连续箱梁
桥梁基础
支架搭设
Soft soil foundation
Cast -in -place continous box girder
Bridge foundation
Support erection
