摘要
就新旧混凝土粘结界面破坏机理进行了探讨,从界面处理方式、粗糙度评定、界面剂选择、粘结方位、机械栓及植筋等方面对影响新旧混凝土粘结界面力学性能的因素进行了综述。
The new and old concrete bonding interface failure mechanism was discussed, from the interface approach, roughness evaluation, selection interface agent, bond orientation, mechanical bolt, reinforcing steel implan and other aspects of the factors affecting the mechanical properties of new and old concrete bonding interface are reviewed.
出处
《中国建材科技》
2014年第5期47-49,140,共4页
China Building Materials Science & Technology
基金
甘肃省科技厅资助项目(编号1004TCYA034)
关键词
新旧混凝土
粘结性能
粗糙度
界面剂
机械栓
植筋
new and old concrete
bonding performance,roughness
interface agent
mechanical bolt
reinforcing steel implant
