| 混凝土框架结构柱梁节点后加固方法 |
| |
| 引用本文： | 申明占.混凝土框架结构柱梁节点后加固方法[J].工业建筑,2014(Z1). |
| |
| 作者姓名： | 申明占 |
| |
| 作者单位： | 五冶集团上海有限公司; |
| |
| 摘 要： | 由于工程中柱梁节点处未按规范要求进行箍筋加密,并进行了混凝土的浇筑,造成结构存在一定的隐患。需要对柱梁节点处进行加固处理。针对工程实际情况,分析比较了几种加固方法发现,采用外包钢加固法进行加固,不仅施工简便,且不影响结构的外观。
|
| 关 键 词： | 柱梁节点 后加固 箍筋加密 |
POST-REINFORCEMENT OF COLUMN-BEAM JOINTS OF CONCRETE FRAME STRUCTURE |
| |
| Abstract: | For the reform project,due to the fact that the refined stirrups were not done for the beam-column joints according to the requirements of the code,and concrete pouring was carred out,which resulted in a certain hidden risk. Hence it was necessary to reinforce the column-beam joints. In the light of the actual condition several methods were analyzed and compared,among which the encasing steel method was simple in construction,and the appearance of the structure was not affected. |
| |
| Keywords: | column-beam joint post-reinforcement refined stirrup |
| 本文献已被 CNKI 等数据库收录！ |
|
