摘要
通过对现浇框架施工中柱位移错台、柱子主筋偏移、楼板超厚及保护层不足等质量问题进行综合分析,阐述了此问题出现的根本原因,并提出了防范措施。
After analyzing the quality problems in cast on site comprehensively, such as displacement and split-level,eccentric displacement for main-bar of column,over thickness of floor slab and less thickness of protective layer etc., the key reasons have been found out and the precaution measures have been taken.
出处
《黑龙江纺织》
2006年第4期46-46,F0003,共2页
Heilongjiang Textiles
关键词
位移
混凝土
措施
加固
displacement
concrete
measure
strengthening