摘要
叠合加固技术重点是叠合面的粘结性能,决定了后浇混凝土与既有结构能否很好地共同工作。结合实际工程,从混凝土材料微观结构和宏观力学性能出发,分析了叠合结构叠合面粘结性能的主要影响因素,探讨了一种既有大跨结构梁顶部叠合加固思路,对工程实际应用具有指导作用。
The adhesive property of the combined interface is always the key in the composite strengthening technology, it determines whether the post cast concrete and the existing structure can work well together. Combined with practical engineering, started from the micro structure and macro mechanical properties of concrete materials, the main factors affecting the adhesive property of the combined interface in the composite structure were analyzed. An idea of composite strengthening on the top of existing large span structure was discussed, and it will be of guiding value in practical engineering.
出处
《建筑结构》
CSCD
北大核心
2017年第9期28-32,共5页
Building Structure
关键词
叠合加固技术
既有大跨结构
叠合面抗剪
粘结性能
界面处理
composite strengthening technology
existing large span structure
anti-shear in the combined interface
adhesive property
interface treatment