摘要
某座预应力混凝土连续箱梁受损后,梁体上产生大量的裂缝,且主梁刚度明显降低,通过加固设计,采取有效的加固施工方法,静动载试验,经过一段时期的通车运营表明该桥已恢复了原设计的承载能力。
After the prestressed concrete continuous box girders of a bridge suffered damages, lots of cracks occurred in the girders and the rigidity of the girders also significantly decreased. With the design of strengthening and effective method for strengthening construction of the bridge, the bridge has been restored to its original designed carrying capacity as proved by the static, dynamic tests, and after a period of traffic operation.
出处
《桥梁建设》
EI
CSCD
北大核心
2005年第2期59-62,共4页
Bridge Construction
关键词
预应力混凝土结构
连续梁
箱形粱
桥梁加固
施工监测
prestressed concrete structure
continuous girder
box girder
bridge strengthening
construction monitoring