摘要
通过对柱正截面强度不足破坏特征分析,介绍了某商贸城三层柱KZ40截面尺寸和混凝土强度不足的加固处理方法,并对质量效果检测,得出加固后能达到结构安全使用的结论。
Through the character analysis of deformation character of pillar normal section strength deficiency, this paper introduces the rein- forcement treatment of KZ40 section size and the concrete strength deficiency of a trade city's third floor pillars and tests its quality, the result of which shows that after reinforcement treatment, it can meet the structure's safety requirements.
出处
《山西建筑》
2010年第8期78-79,共2页
Shanxi Architecture
关键词
柱正截面
强度不足
加固处理
pillar normal section, strength deficiency, reinforcement treatment