某高层住宅剪力墙开洞的结构影响性分析
Structural Impact Analysis of Opening Holes in Shear Walls of a High-Rise Residential Building
张继丁 1刘长江 1邹彤2
作者信息
- 1. 重庆市建筑科学研究院有限公司,重庆 400016
- 2. 重庆市轨道交通(集团)有限公司,重庆 401120
- 折叠
摘要
某高层住宅楼为地下3层、地上28层的钢筋混凝土部分框支剪力墙结构.房屋开展竣工验收后,为便于后期使用,开发单位和业主对6—26层某处钢筋混凝土剪力墙进行开门洞处理.根据现场调查、测量结果,对剪力墙开洞的结构影响性进行分析.结果表明,为保证房屋安全使用,需对开洞剪力墙进行加固处理.
Abstract
A high-rise residential building consists of a reinforced concrete partially frame-supported shear wall structure with 3 underground levels and 28 above-ground levels. After the completion and acceptance of the building,for the convenience of future use,the developer and the owner decided to create door openings in the reinforced concrete shear walls on levels 6 to 26. Based on site investigations and measurement results,this paper analyzes the structural impact of these openings in the shear walls. The results indicate that reinforcement measures for the shear walls with openings are necessary to ensure the safe use of the building.
关键词
高层住宅/剪力墙开洞/结构影响性分析Key words
High-Rise Residential Building/Openings in Shear Walls/Structural Impact Analysis引用本文复制引用
出版年
2024
NETL
NSTL
万方数据