摘要
某火车站候车大厅整体装配式钢筋混凝土框架结构梁、柱普遍存在不同程度缺陷 ,其中框架梁严重病害开裂 ,危及正常使用。本文深入研究该结构病害表现 ,系统分析病害原因 ,详尽论述加固计算、设计及施工。
The defects to varying degrees occurred commonly on the structural beams and columes of the integral assembled reinforced concrete frame in the waiting hall at certain railway station.There were serious faulty cracks on the frame's beams,which endangered the proper operation.The paper researches deeply the appearance of such structural faults and analyzes systematically the reasons of these faults.The calculation,design and construction for the consolidation are expounded also in detail in this paper.
出处
《铁道工程学报》
EI
2002年第3期88-92,87,共6页
Journal of Railway Engineering Society
