摘要
对钢纤维混凝土的基本特性进行了分析,从粘结面性能、浇筑高度、浇筑方式等方面介绍了柱节点区钢纤维混凝土的浇筑方法,指出使用钢纤维混凝土替代柱节点区普通混凝土,能显著增强框架节点及附近柱端区域的抗震性能。
The paper analyzes the basic characteristics of steel fiber concrete, introduces the steel concrete grouting methods in column joint region from aspects of cohesive surface performance, grouting height and grouting method and so on, and finally points out that ： steel fiber concrete replacing common concrete in framed column joint region can strengthen the seismic performance in framed joint and neighborhood region.
出处
《山西建筑》
2014年第3期64-65,共2页
Shanxi Architecture
关键词
钢纤维混凝土
框架结构
柱节点
steel fiber concrete, frame structure, column joint
