摘要
介绍了杭州湾大桥北滩涂引桥(50+80+50)m连续梁底板混凝土开裂、脱落的过程,分析了其原因,着重阐述了修复加固方案的设计与实施过程。加固结果显示,结构受力状态良好,修复加固设计是成功的。
It introduces the process of cracking and desquamating of concrete in continuous beam's base plate in north bridge approach in tidal flat area of Hangzhouwan Bridge, analyzes its causes, illustrates design and implementing process of its strengthening scheme, and shows that the state of structural force balance is well and the strengthening design is successful by the strengthening result.
出处
《山西建筑》
2006年第17期311-312,共2页
Shanxi Architecture
关键词
修复加固
设计强度
梁体应力
repairing and strengthening, design strength, beam body stress