摘要
针对目前在役桥梁病害,在分析常规体外预应力技术优、缺点的基础上,提出了应用体外横张预应力技术对旧桥加固改造的新构思,并以调控连续刚构桥运营期中跨跨中下挠为例,进行了论证分析,对其预应力束横向张拉空间和布束方案进行了探索性研究。
For the disease of existing bridge,the scheme of using vertically tensioned prestressed techniques to reinforce and reconstruct of old bridge is proposed according to the features of external prestress on the basis of analysis of its advantages and disadvantages.Take regulating the mid-span deflection of rigid frame bridge for example,the method of strand arrangement and stretching space were investigated and demonstrated.
出处
《四川建筑科学研究》
北大核心
2011年第5期86-90,共5页
Sichuan Building Science
关键词
体外预应力
横张预应力
张拉空间
布束方案
挠度
桥梁
external prestressing
vertically tensioned prestressing
stretching space
method of strand arrangement
deflection
bridge