摘要
在现浇钢筋混凝土框架结构中 ,由于梁柱节点混凝土强度不同 ,此处混凝土质量难以控制 .本文运用复合方箍约束混凝土理论 ,提出一种替换不等强度混凝土的施工方法 .
The quality of concrete is hard to control in the reinforced concrete frame structures because there are non-equal-concrete-strength beam and column joints. The paper puts forward a concrete substitution technology for non-equal-concrete-strength based on the theories of the concrete confined by overlapping hoops.
出处
《邵阳学院学报(自然科学版)》
2004年第3期86-87,共2页
Journal of Shaoyang University:Natural Science Edition
关键词
约束混凝土
复合方箍
节点
不等强
confined concrete
overlapping hoops
joints
non-equal-concrete-strength