摘要
本文结合某住宅楼工程实例,介绍在框架柱顶出现松散混凝土夹层质量缺陷,承载力不足的情况下,采用卸荷后置换混凝土的补强加固方法,使该框架柱承载能力达到设计要求。
This paper combines a residential building project,it introduces mezzanine loose quality defects in concrete frame capitals,lower carrying capacity is insufficient,the use of replacement after unloading concrete reinforcement methods,so that the frame columns bearing capacity to meet the design requirements.
出处
《广东土木与建筑》
2016年第1期37-39,共3页
Guangdong Architecture Civil Engineering
关键词
补强加固
承载力
置换混凝土
回弹强度推断值
卸荷
结构安全
reinforcement
carrying capacity
seismic characteristics
concrete replacement
unloading
structural safety